STATE OF NEW YORK 1 CONTENTS BASE LINE DESIGNATION STATE COUNTY QUAD ALBANY 1975 NEW YORK ALBANY N420734 ALBANY (1981 REMEASURED) NEW YORK ALBANY N420734 ALBANY (1985 REMEASURED) NEW YORK ALBANY N420734 ALBANY (1998 REMEASURED) NEW YORK ALBANY N420741 BINGHAMTON CBL NEW YORK BROOME N420762 CAMPBELL NEW YORK STEUBEN N420772 CHAUTAUQUA NEW YORK CHAUTAUQUA N420793 HEMPSTEAD CBL NEW YORK NASSAU N400734 LIVERPOOL NEW YORK ONONDAGA N430762 NIAGARA CBL NEW YORK NIAGARA N430783 NIAGARA CBL (2003 REMEASURED) NEW YORK NIAGARA N430783 RHINEBECK CBL NEW YORK DUTCHESS N410734 ROBERT KENNGOTT CBL(2001 REVISED VALHALLA) NEW YORK WESTCHESTER N410733 ROBERT KENNGOTT CBL 2003(VALHALLA REVISED) NEW YORK WESTCHESTER N410733 ROCHESTER NEW YORK MONROE N430773 SARATOGA CBL NEW YORK SARATOGA N430733 VALHALLA 1979 NEW YORK WESTCHESTER N410733 VALHALLA CBL (1989 REM, 2001 now KENNGOTT) NEW YORK WESTCHESTER N410733 1 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N420734 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: ALBANY 1975 NEW YORK ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15483 ALBANY COUNTY LIST OF ADJUSTED DISTANCES (JANUARY 29, 1980) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) -839 121.65 0 106.68 839.5888 839.7223 1.5 -839 121.65 150 105.38 989.6244 989.7581 1.6 -839 121.65 500 104.71 1339.5738 1339.6809 1.7 -839 121.65 950 101.93 1789.5725 1789.6812 1.8 -839 121.65 1300 101.90 2139.6163 2139.7074 2.0 -839 121.65 2400 108.08 3239.5661 3239.5945 2.7 -839 121.65 3300 116.64 4179.6260 4179.6290 3.4 0 106.68 150 105.38 150.0355 150.0411 0.3 0 106.68 500 104.71 499.9845 499.9884 0.6 0 106.68 950 101.93 949.9829 949.9948 0.7 0 106.68 1300 101.90 1300.0263 1300.0351 0.9 0 106.68 2400 108.08 2399.9744 2399.9748 2.0 0 106.68 3300 116.64 3340.0327 3340.0475 2.8 150 105.38 500 104.71 349.9490 349.9496 0.5 150 105.38 950 101.93 799.9474 799.9548 0.6 150 105.38 1300 101.90 1149.9907 1149.9960 0.8 150 105.38 2400 108.08 2249.9386 2249.9402 2.0 150 105.38 3300 116.64 3189.9967 3190.0166 2.7 500 104.71 950 101.93 449.9985 450.0071 0.5 500 104.71 1300 101.90 800.0418 800.0467 0.6 500 104.71 2400 108.08 1899.9894 1899.9924 1.8 500 104.71 3300 116.64 2840.0473 2840.0723 2.5 950 101.93 1300 101.90 350.0432 350.0432 0.5 950 101.93 2400 108.08 1449.9904 1450.0035 1.7 950 101.93 3300 116.64 2390.0478 2390.0930 2.4 1300 101.90 2400 108.08 1099.9470 1099.9644 1.6 1300 101.90 3300 116.64 2040.0041 2040.0574 2.3 2400 108.08 3300 116.64 940.0568 940.0958 1.5 SEE ALBANY 1981 FOR POST-1981 EDMI TESTING 1 DESCRIPTION OF ALBANY BASE LINE NOTICE: THIS BASE LINE WAS REMEASURED IN 1981 BY NGS. YEAR MEASURED: 1975 SIGNIFICANT CHANGES IN THE DISTANCES OCCURRED. CHIEF OF PARTY: MDC SEE THE NEXT PAGE FOR THE 1981 RESULTS. THE BASE LINE IS LOCATED ABOUT 4 MILES NORTHWEST OF MC CORMACK CORNERS, 5 MILES SOUTHWEST OF SCHENECTADY, 5 MILES NORTHWEST OF ALBANY AND ON THE RIGHT-OF-WAY OF THE NIAGARA MOWHAWK POWER COMPANY. TO REACH THE BASE LINE FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE ROAD 146 IN MC CORMACK CORNERS, GO NORTHWEST ON U.S. HIGHWAY 20 FOR 3.0 MILES TO THE JUNCTION WITH STATE ROAD 158. CONTINUE NORTHWEST ON U.S. HIGHWAY 20 FOR 1.4 MILES TO A POWERLINE CROSSING. TURN LEFT AND GO SOUTH ON A POWER LINE ROAD IN POOR CONDITION FOR 0.05 MILE TO 0 METER POINT ON THE LEFT AS DESCRIBED. THE 0 METER POINT IS 2.5 FEET WEST OF A METAL WITNESS POST, 24 FEET EAST OF THE CENTER OF THE POWER LINE ROAD AND ABOUT 250 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 20. ALL THE MARKS ARE NGS DISKS CUT DOWN TO 3 INCHES IN DIAMETER. THEY ARE SET IN THE TOP OF ROUND CONCRETE MONUMENTS PROJECTING ABOUT 6 INCHES ABOVE THE GROUND. THE DISKS ARE STAMPED WITH THE METER DESIGNATION AND THE DATE 1975. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE NORTH END. THE BASE LINE CONSISTS OF THE 0, 150, 500, 950, AND 1300 METER POINTS. THERE ARE MARKS AT 2400 AND 3300 METERS WHICH WERE MEASURED BY EDM BUT ARE NOT PART OF THE BASE LINE. THE FROM AND TO STATION NAMES (THE METER POINT DESIGNATIONS) WERE PREASSIGNED AND DO NOT AGREE WITH THE MEASURED DISTANCES. THERE IS ANOTHER MARK 839 METERS NORTH OF THE 0 METER POINT WHICH WAS ALSO MEASURED BY THE NGS. THIS GIVES A TOTAL DISTANCE OF 4139 METERS THE LOCAL SURVEYORS WANT FOR CHECKING THEIR GEODOMETERS AND RANGERS. DUE TO THE LONG DISTANCES AND TIME IT WOULD INVOLVE TO MEASURE THESE EXTRA MARKS WITH THE SAME PROCEDURES USED ON THE BASE LINE A SINGLE ONE WAY MEASUREMENT WAS MADE TO THEM WITH 2 DIFFERENT INSTRUMENTS. THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE NEW YORK SOCIETY OF LAND SURVEYORS AND THE NIAGARA MOHAWK POWER COMPANY. FOR FURTHER INFORMATION CONTACT MR. STANLEY STAWOWY AT NEW YORK DEPARTMENT OF TRANSPORTATION, AERIAL SURVEY SECTION, STATE CAMPUS ROUTE 20, 1220 WASHINGTON AVENUE, BUILDING 4, ROOM 203, ALBANY, NEW YORK 12232. (518) 457-7091. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N420734 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: ALBANY 1981 NEW YORK ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15483 ALBANY COUNTY LIST OF ADJUSTED DISTANCES (AUGUST 13, 1982) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 106.680 150 105.378 150.0197 150.0253 0.7 0 106.680 500 104.714 499.9694 499.9732 0.7 0 106.680 1300 101.895 1300.0079 1300.0167 1.1 150 105.378 500 104.714 349.9497 349.9503 0.5 150 105.378 1300 101.895 1149.9882 1149.9935 0.6 500 104.714 1300 101.895 800.0385 800.0435 0.6 DESCRIPTION OF ALBANY BASE LINE IS ON THE PRECEEDING PAGE YEAR MEASURED: 1975 YEAR REMEASURED: 1981 CHIEF OF PARTY: WJR THE BASE LINE ADJUSTED DISTANCES LISTED ON THIS PAGE WERE COMPUTED FROM MEASUREMENTS MADE BY NGS IN 1981 AT THE ALBANY BASE LINE. THESE RESULTS INDICATE THE STATUS OF THE ALBANY BASE LINE IN 1981. THEY IMPLY THAT RELATIVE MONUMENT MOVEMENT HAD OCCURRED BETWEEN 1975 AND 1981. THE 1981 OBSERVATIONS WERE MADE TO THE SAME SPECIFICATIONS USED IN 1975 BUT NOT WITH THE REQUIRED REDUNDANCY FOR ESTABLISHING A CALIBRATION BASE LINE. UNTIL THE BASE LINE IS FULLY REMEASURED, THE 1982 ADJUSTED DISTANCES SHOULD BE USED FOR POST-1981 EDMI TESTING. DIFFERENCES BETWEEN THE 1975 AND THE 1981 ADJUSTED DISTANCES ARE AS FOLLOWS: LINE SEGMENT CHANGE (MM) CHANGE (1981-1975) (PARTS PER MILLION) 0-150 -15.8 MM 105.3 PPM 0-500 -15.1 30.2 0-1300 -18.4 14.2 150-500 + 0.7 2.0 150-1300 - 2.5 2.2 500-1300 - 3.3 4.1 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N420734 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: ALBANY 1985 NEW YORK ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15483 ALBANY COUNTY LIST OF ADJUSTED DISTANCES (DECEMBER 26, 1985) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 106.718 150 105.396 150.0078 150.0136 0.1 0 106.718 500 104.719 499.9575 499.9615 0.3 0 106.718 1300 101.900 1299.9957 1300.0046 0.5 150 105.396 500 104.719 349.9496 349.9503 0.3 150 105.396 1300 101.900 1149.9878 1149.9931 0.4 500 104.719 1300 101.900 800.0381 800.0431 0.3 DESCRIPTION OF ALBANY BASE LINE YEAR MEASURED: 1975 YEAR REMEASURED: 1981 YEAR REMEASURED: 1985 CHIEF OF PARTY: WJR THE 0, 150, 500, AND 1300 METER POINTS WERE RECOVERED IN GOOD CONDITION. THE 100 FOOT DISK HAS BEEN DESTROYED. ALL OTHER MARKS ON THE 1975 DATA WERE NOT LOOKED FOR AT THIS TIME. THE 1975 TO REACH IS ADEQUATE. THE 0 TO 150 METER SECTION WAS TAPE TRAVERSED AND EDM OBSERVATIONS WERE MADE BETWEEN THE 0, 150, 500, AND 1300 METER POINTS ACCORDING TO SPECIFICATIONS. LEVELS WERE RUN OVER THE MARKS AND A DIFFERENCE OF ABOUT 0.07 FOOT WAS THE LARGEST CHANGE NOTED BETWEEN 0 AND 150. OTHER CHANGES WERE GENERALLY AROUND 0.02 FOOT FOR A TOTAL OF 0.12 FOOT IN ALL. THE 1985 DATA CHECKS VERY WELL AGAINST THE 1981 DATA EXCEPT FOR ALL LINES FROM THE 0 METER POINT. THE DATA INDICATES THAT 0 HAS SHIFTED ANOTHER 13 MM TOWARD 150. THE TELEPHONE NUMBER FOR THE CONTACT, MR. STANLEY STAWOWY, IS (518) 457-3433. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N420741 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: ALBANY CBL NEW YORK SILVER SPRING MD 20910 - OCTOBER 15, 1998 PROJECT ACCESSION NUMBER: 15483 ALBANY COUNTY NEAREST TOWN: ALBANY LIST OF ADJUSTED DISTANCES (OCTOBER 9, 1998) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 1975 106.718 150 1975 105.396 150.0056 150.0114 0.1 0 1975 106.718 500 1975 104.719 499.9506 499.9546 0.2 0 1975 106.718 1300 1975 101.900 1299.9812 1299.9901 0.3 150 1975 105.396 500 1975 104.719 349.9450 349.9457 0.1 150 1975 105.396 1300 1975 101.900 1149.9755 1149.9808 0.2 500 1975 104.719 1300 1975 101.900 800.0305 800.0355 0.1 DESCRIPTION OF ALBANY BASE LINE YEAR MEASURED: 1975 YEAR REMEASURED: 1981, 1985, 1997 LATITUDE: 42 44 20 LONGITUDE: 074 00 43 AZIMUTH: 169 DEGREES TRUE NORTH CHIEF OF PARTY: KDS THE BASE LINE IS LOCATED ABOUT 4 MILES NORTHWEST OF MCCORMACK CORNERS, 5 MILES SOUTHWEST OF SCHENECTADY, 5 MILES NORTHWEST OF ALBANY AND ON THE RIGHT-OF-WAY OF THE NIAGARA MOHAWK POWER COMPANY. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE NORTH END. THE BASE LINE CONSISTS OF THE 0, 150, 500, AND 1300 METER POINTS. THERE ARE MARKS AT 2400 AND 3300 METERS BUT ARE NOT PART OF THE BASE LINE. THE FROM AND TO STATION NAMES (THE METER POINT DESIGNATIONS) WERE PREASSIGNED AND DO NOT AGREE WITH THE MEASURED DISTANCES. THE 100 FT TAPE CALIBRATION MARK HAS BEEN DESTROYED. THE 0, 150, 500, AND 1300 METER POINTS WERE RECOVERED IN GOOD CONDITION. TO REACH THE BASE LINE FROM THE JUNCTION OF U.S. HIGHWAY 20 AND STATE ROAD 146 IN MCCORMACK CORNERS, GO NORTHWEST ON U.S. HIGHWAY 20 FOR 3.0 MILES TO THE JUNCTION WITH STATE ROAD 158. CONTINUE NORTHWEST ON U.S. HIGHWAY 20 FOR 1.4 MILES TO A POWERLINE CROSSING. TURN LEFT AND GO SOUTH ON A POWER LINE ROAD IN POOR CONDITION FOR 0.05 MILE TO 0 METER POINT ON THE LEFT AS DESCRIBED. THE 0 METER POINT IS AN NGS DISK CUT DOWN TO 3 INCHES IN DIAMETER, STAMPED "0 1975", SET IN THE TOP OF ROUND CONCRETE MONUMENT PROJECTING ABOUT 15 CM (6 IN) ABOVE THE GROUND. IT IS 0.76 M (2.5 FT) WEST OF A METAL WITNESS POST, 7.3 M (24.0 FT) EAST OF THE CENTER OF THE POWER LINE ROAD AND ABOUT 76.2 M (250 FT) SOUTH OF THE CENTER OF U.S. HIGHWAY 20. THE 150 METER POINT IS AN NGS DISK CUT DOWN TO 3 INCHES IN DIAMETER, STAMPED "150 1975", SET IN THE TOP OF ROUND CONCRETE MONUMENT PROJECTING ABOUT 15 CM (6 IN) ABOVE THE GROUND. NO LOCAL MEASUREMENTS WERE MADE. THE 500 METER POINT IS AN NGS DISK CUT DOWN TO 3 INCHES IN DIAMETER, STAMPED "500 1975", SET IN THE TOP OF ROUND CONCRETE MONUMENT PROJECTING ABOUT 15 CM (6 IN) ABOVE THE GROUND. NO LOCAL MEASUREMENTS WERE MADE. THE 1300 METER POINT IS AN NGS DISK CUT DOWN TO 3 INCHES IN DIAMETER, STAMPED "1300 1975", SET IN THE TOP OF ROUND CONCRETE MONUMENT PROJECTING ABOUT 15 CM (6 IN) ABOVE THE GROUND. NO LOCAL MEASUREMENTS WERE MADE. USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. FOR INTERVISIBILITY BETWEEN ALL BASE LINE POINTS, SET TRIPODS OVER THE MARKS AT APPROXIMATELY THE FOLLOWING HEIGHTS: 0 METER POINT AT 1.347 M (4.419 FT), 150 METER POINT AT 1.340 M (4.396 FT), 500 METER POINT AT 0.910 M (2.986 FT), AND THE 1300 METER POINT AT 1.296 M (4.252 FT). 1THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE NEW YORK SOCIETY OF LAND SURVEYORS, THE NIAGARA MOHAWK POWER COMPANY AND THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION. FOR MORE INFORMATION PLEASE CONTACT MR. RICHARD BENNETT, NEW YORK STATE DEPARTMENT OF TRANSPORTATION, SURVEY SECTION, BUILDING 4, ROOM G01B, 1220 WASHINGTON AVENUE, ALBANY, NEW YORK 12232-0432. PHONE 518-485-1385. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N420762 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: BINGHAMTON CBL NEW YORK SILVER SPRING MD 20910 - MARCH 4, 1998 PROJECT ACCESSION NUMBER: 15483 BROOME COUNTY NEAREST TOWN: VESTAL LIST OF ADJUSTED DISTANCES (FEBRUARY 11, 1998) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0+00 254.679 150 254.781 150.0936 150.0936 0.1 0+00 254.679 430 255.095 430.1399 430.1401 0.2 0+00 254.679 1400 255.891 1400.3545 1400.3550 0.2 150 254.781 430 255.095 280.0463 280.0465 0.1 150 254.781 1400 255.891 1250.2609 1250.2614 0.2 430 255.095 1400 255.891 970.2146 970.2149 0.1 DESCRIPTION OF BINGHAMPTON CALIBRATION BASE LINE YEAR MEASURED: 1997 LATITUDE: 42 05 30 LONGITUDE: 076 02 30 AZIMUTH: 75 DEGREES TRUE NORTH CHIEF OF PARTY: KDS THE BASE LINE IS LOCATED ABOUT 8 KM (5 MI) WEST OF BINGHAMTON, NEW YORK. IT IS 0.8 KM 0.5(MI) SOUTH OF ENDICOTT, NEW YORK AND 1.2 KM (0.75 MI) EAST OF THE TOWN HALL IN VESTAL, NEW YORK. THE BASE LINE IS A EAST-WEST LINE WITH THE 0-METER POINT ON THE WEST END. IT CONSISTS OF THE 0, 150, 430, AND 1400 METER POINTS. THERE IS NO 100 FT. TAPE CALIBRATION MARK. TO REACH THE 0-METER POINT FROM THE JUNCTION OF STATE HIGHWAY 434 AND STATE HIGHWAY 201, LOCATED IN THE TOWN OF VESTAL, WHICH IS TWO MILES WEST OF THE CITY OF BINGHAMTON, GO WEST ON STATE HIGHWAY 434 FOR 6.13 KM (3.8 MI) TO THE JUNCTION WITH STATE HIGHWAY 26 OVERPASS AND THE ACCESS DRIVE TO THE OLD RAILROAD BED ON THE NORTH SIDE OF AND PARALLEL TO STATE HIGHWAY 434. THE 0 METER POINT IS LOCATED EAST OF THE ROUTE 26 OVERPASS ON THE OLD RAILROAD BED. THE 0-METER POINT IS A NYSDOT BRASS DISK STAMPED "#00+0" SET IN THE TOP OF 30 CM (12 IN) DIAMETER ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 33.71 M (110.61 FT) EAST OF THE WEST CORNER OF THE NORTH ABUTMENT OF THE ROUTE 26 BRIDGE, 23.07 M (75.70 FT) NORTHEAST OF A NAIL AND WASHER IN A 25 CM (10 IN) ASH TREE, AND 20.36 M (66.80 FT) SOUTHEAST OF A CHAIN LINK FENCE CORNER. THE 150-METER POINT IS A NYSDOT BRASS DISK STAMPED "150" SET IN THE TOP OF 30 CM (12 IN) DIAMETER ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 18.22 M (59.80 FT) SOUTHWEST OF A CHAIN LINK FENCE CORNER, 15.23 M (49.95 FT) EAST OF A NAIL AND WASHER IN A 25 CM (10 IN) CHERRY TREE AND 6.98 M (22.9 FT) NORTHWEST OF A NAIL AND WASHER IN 15 CM (6 IN) TWIN ASH TREE. THE 430-METER POINT IS A NYSDOT BRASS DISK STAMPED "430" SET IN THE TOP OF 30 CM (12 IN) DIAMETER ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 31.8 M (104.35 FT) WEST OF A NAIL AND WASHER IN 25 CM (10 IN) DIAMETER ELM TREE, 16.09 M (52.8 FT) SOUTHWEST OF A NAIL AND WASHER IN 10 CM (4 IN) DIAMETER OAK TREE, AND 12.48 M (40.95 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF AN OLD CONCRETE RAILROAD SIGN BASE. THE 1400-METER POINT IS A NYSDOT BRASS DISK STAMPED "1400" SET IN THE TOP OF 30 CM (12 IN) DIAMETER ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 18.37 M (60.28 FT) EAST OF A NAIL AND WASHER IN A 10 CM (4 IN) CHERRY TREE, 11.6 M (38.1 FT) SOUTH OF A NAIL AND WASHER IN A 25 CM (10 IN) DIAMETER ELM TREE, AND 5.67 M (18.60 FT) NORTHWEST OF A NAIL AND WASHER IN 15 CM (6 IN) DIAMETER ELM TREE. USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. FOR INTERVISIBILITY BETWEEN ALL BASE LINE POINTS, SET TRIPODS OVER THE MARKS AT APPROXIMATELY THE FOLLOWING HEIGHTS: 0 METER POINT AT 1.570 M (5.151 FT), 150 METER POINT AT 1.520 M (4.987 FT), 430 METER POINT AT 0.850 M (2.789 FT), THE 1400 METER POINT AT 1.377 M (4.518 FT). 1THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION. FOR MORE INFORMATION PLEASE CONTACT THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION 9 SURVEY OFFICE, BINGHAMPTON, NEW YORK AT (607) 721-8197. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N420772 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: CAMPBELL NEW YORK ROCKVILLE MD 20852 PROJECT ACCESSION NUMBER: G15483 STEUBEN COUNTY NEAREST TOWN: CAMPBELL LIST OF ADJUSTED DISTANCES (JULY 21, 1987) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 316.000 150 315.560 150.0058 150.0064 0.1 0 316.000 430 315.159 429.9448 429.9456 0.6 0 316.000 1100 317.981 1100.0334 1100.0352 0.8 150 315.560 430 315.159 279.9395 279.9398 0.6 150 315.560 1100 317.981 950.0275 950.0306 0.8 430 315.159 1100 317.981 670.0904 670.0963 0.5 ******************************************************************************************************************************** * THE CAMPBELL BASE LINE IS A BROKEN BASE LINE WITH THE 430 METER POINT OFF LINE TO THE NORTHEAST OF THE 0 TO 1100 METER * * LINE. ALL THE ADJUSTED DISTANCES LISTED ARE FROM MONUMENT TO MONUMENT AND NOT PROJECTED ON TO A STRAIGHT LINE. THE * * FOLLOWING ANGLES WERE OBSERVED FROM THE END-POINTS AND THE 430-METER POINT: * * * * 1100 - 0 - 430 000 DEG 07 MIN 58 SEC * * 1100 - 150 - 430 000 DEG 12 MIN 08 SEC * * 0 - 1100 - 430 000 DEG 05 MIN 07 SEC * * * * APPLY THE FOLLOWING CORRECTIONS TO THE ADJUSTED DISTANCES TO PROJECT TO THE STRAIGHT LINE BETWEEN THE 0 AND 1100 METER * * POINTS: * * * * DECREASE 0 TO 430 LENGTH BY 1.2 MM * * DECREASE 150 TO 430 LENGTH BY 1.7 MM * * DECREASE 430 TO 1100 LENGTH BY 0.7 MM * * * ******************************************************************************************************************************** DESCRIPTION OF CAMPBELL BASE LINE YEAR MEASURED: 1987 CHIEF OF PARTY: MTL THE BASE LINE IS LOCATED 5.8 KM (3.6 MI) NORTH-NORTH WEST OF CAMPBELL, 4.8 KM (3.0 MI) NORTH-NORTHWEST OF THE JUNCTIONS OF STATE ROUTES 17 AND 333, AND LOCATED ALONG THE WEST SIDE RIGHT OF WAY OF STATE-COUNTY ROAD 415. TO REACH THE BASE LINE FROM THE JUNCTIONS OF STATE ROUTES 17 AND 333, GO EAST ON STATE ROUTE 333 FOR 0.16 KM (0.10 MI) TO A PAVED SIDE ROAD LEFT, CLAWSON DRIVE. TURN LEFT AND GO NORTH FOR 0.8 KM (0.5 MI) TO AN INTERSECTION, STATE-COUNTY ROAD 415. TURN LEFT AND GO NORTHWEST FOR 4.0 KM (2.5 MI) TO THE 0 METER POINT ON THE LEFT. 1THE BASE LINE IS A SOUTHEAST-NORTHWEST LINE WITH THE 0 METER POINT LOCATED AT THE SOUTHEAST END. THE CBL CONSISTS OF THE 0, 150, 430, AND THE 1100 METER POINTS. ALL POINTS ARE SET ON LINE WITH THE EXCEPTION OF THE 430 METER POINT WHICH IS SET OFF-LINE ABOUT 1.0 METERS (3.3 FT) EAST. THE BASE LINE RUNS PARALLEL TO STATE-COUNTY ROAD 415 ALONG THE WEST SIDE RIGHT OF WAY. THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC WITH NO STAMPING, SET IN THE TOP OF A 30 CM (12 IN) CONCRETE POST SUNK BELOW THE GROUND 20 CM (8 IN), INSIDE A 16 CM (6 IN) BY 20 CM (8 IN) RECTANGULAR PIPE WITH AN ACCESS COVER, 1.0 METER (3.3 FT) NORTEAST OF A WITNESS POST, AND 7.4 METERS (24.3 FT) SOUTHWEST OF THE CENTERLINE OF STATE-COUNTY ROAD 415. THE 150 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC WITH NO STAMPING, SET IN TOP OF A 30 CM (12 IN) CONCRETE POST SUNK BELOW THE GROUND 20 CM (8 IN) INSIDE A 16 CM (6 IN) BY 20 CM (8 IN) RECTANGULAR PIPE WITH AN ACCESS COVER, 1.0 METER (3.3 FT) NORTHEAST OF A WITNESS POST, AND 7.6 METERS (24.9 FT) SOUTHWEST OF THE CENTERLINE OF STATE-COUNTY ROAD 415. THE 430 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC WITH NO STAMPING, SET IN TOP OF A 30 CM (12 IN) CONCRETE POST SUNK BELOW THE GROUND 16 CM (6 IN) INSIDE A 16 CM (6 IN) BY 20 CM (8 IN) RECTANGULAR PIPE WITH ACCESS COVER, 1.0 METER (3.3 FT) NORTHEAST OF A WITNESS POST, AND 6.5 METERS (21.3 FT) SOUTHWEST OF THE CENTERLINE OF STATE-COUNTY ROAD 415. THE 1100 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISC WITH NO STAMPING, SET IN THE TOP OF 30 CM (12 IN) CONCRETE POST SUNK BELOW THE GROUND 20 CM (8 IN) INSIDE A 16 CM (6 IN) BY 20 CM (8 IN) RECTANGULAR PIPE WITH ACCESS COVER, 1.0 METER (3.3 FT) NORTHWEST OF A WITNESS POST, AND 7.5 METERS (24.6 FT) SOUTHWEST OF THE CENTERLINE OF STATE-COUNTY ROAD 415. USER NOTES: THE 430 METER POINT IS NOT IN LINE WITH THE OTHER POINTS. AS A RESULT, THE 0 PT. TO 430 PT. TO 1100 PT. DISTANCE WILL NOT MATCH THE 0 PT TO 1100 PT. DISTANCE AND MUST BE ADJUSTED BACK TO LINE FOR TRUE CONSTANT DETERMINATION. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE NEW YORK DEPT. OF TRANSPORTATION. FOR FURTHER INFORMATION, PLEASE CONTACT MR STANLEY STAWOWY, NEW YORK STATE DEPARTMENT OF TRANSPORTATION, BUILDING #4, ROOM 203, STATE CAMPUS, ALBANY, NEW YORK, 12224. TELEPHONE (518) 457-3433. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N420793 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: CHAUTAUQUA CBL NEW YORK SILVER SPRING MD 20910 PROJECT ACCESSION NUMBER: 15483 CHAUTAUQUA COUNTY NEAREST TOWN: MAYVILLE LIST OF ADJUSTED DISTANCES ( 7/ 5/2005) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 147.310 150 M 147.840 150.0013 150.0022 .1 0 M 147.310 430 M 149.243 430.0004 430.0047 .1 0 M 147.310 1100 M 152.400 1100.0063 1100.0181 .2 150 M 147.840 430 M 149.243 279.9991 280.0026 .1 150 M 147.840 1100 M 152.400 950.0050 950.0160 .1 430 M 149.243 1100 M 152.400 670.0060 670.0134 .1 DESCRIPTION OF CHAUTAUQUA CBL YEAR MEASURED: 2003 LATITUDE: 42 11 57.8 LONGITUDE: 079 34 35 CHIEF OF PARTY: PAF BEGINNING AT THE INTERSECTION OF N.Y.S. ROUTE 430 AND N.Y.S ROUTE 394 IN THE VILLAGE OF MAYVILLE, NY; THENCE PROCEED SOUTHWESTERLY ALONG N.T.S. ROTE 430, A DISTANCE OF 2.6 KM TO THE INTERSECTION WITH NETTLE HILL ROAD (COUNTY ROAD 333/COUNTY TOURING ROUTE 22); THENCE PROCEED SOUTHWESTERLY ALONG NETTLE HILL ROAD (CROSSING LYONS ROAD), A DISTANCE OF 0.2 KM TO A GRAVEL DRIVEWAY ON THE LEFT. LEFT ON THE GRAVEL DRIVEWAY FOR 160 METERS TO A GATE ACROSS AN ABANDONED RAILROAD BED; PROCEED SOUTHERLY ALONG THE ABANDONED RAILROAD BED FOR 460 METERS TO THE STATION 1100M. 1100M STATION IS A BRASS DISK IN CONCRETE UNDER A BERNTSEN BENCH MARK ACCESS COVER AND IS 3.6 METERS WEST OF A FIBERGLASS SURVEY WITNESS POST. PROCEED SOUTHERLY ALONG THE ABANDONED RAILROAD BED FOR 670 METERS TO THE STATION 430M. THE STATION IS A BRASS DISK IN CONCRETE UNDER A BERNTSEN BENCH MARK ACCESS COVER 4.0 METERS WEST OF A FIBERGLASS WITNESS POST. PROCEED SOUTHERLY ALONG THE ABANDONED RAILROAD BED FOR 280 METERS TO THE STATION 150M, THE STATION IS A BRASS DISK IN CONCRETE UNDER A BBERNTSEN BENCH MARK ACCESS COVER AND IS 3.6 METERS WEST OF A FIBERGLASS WITNESS POST. PROCEED SOUTHERLY ALONG THE ABANDONED RAILROAD BED FOR 150 METERS TO THE STATION 0M, THE STATION IS BRASS DISK IN CONCRETE UNDER A BERNTSEN BENCH MARK ACCESS COVER 4.6 METERS WEST OF A FIBERGLASS WITNESS POST. USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. CONTACT: PAUL SCHRECKENGOST (716)661-8471 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N400734 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: HEMPSTEAD CBL NEW YORK SILVER SPRING MD 20910 - MARCH 4, 1998 PROJECT ACCESSION NUMBER: 15483 NASSAU COUNTY NEAREST TOWN: HEMPSTEAD LIST OF ADJUSTED DISTANCES (FEBRUARY 11, 1998) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) NORTH BASE 26.816 P.O.L. 3 26.896 122.4987 122.4987 0.1 NORTH BASE 26.816 P.O.L. 2 25.500 429.8936 429.8956 0.1 NORTH BASE 26.816 P.O.L. 1 24.795 734.7888 734.7916 0.1 NORTH BASE 26.816 SOUTH BASE 23.732 1044.5262 1044.5307 0.2 P.O.L. 3 26.896 P.O.L. 2 25.500 307.3950 307.3981 0.1 P.O.L. 3 26.896 P.O.L. 1 24.795 612.2902 612.2938 0.1 P.O.L. 3 26.896 SOUTH BASE 23.732 922.0276 922.0330 0.1 P.O.L. 2 25.500 P.O.L. 1 24.795 304.8952 304.8960 0.1 P.O.L. 2 25.500 SOUTH BASE 23.732 614.6326 614.6351 0.1 P.O.L. 1 24.795 SOUTH BASE 23.732 309.7374 309.7392 0.1 DESCRIPTION OF HEMPSTEAD CALIBRATION BASE LINE YEAR MEASURED: 1997 LATITUDE: 40 44 18 LONGITUDE: 073 35 00 AZIMUTH: 341 DEGREES TRUE NORTH CHIEF OF PARTY: KDS THE BASE LINE IS LOCATED ABOUT 4 KM (2.5 MI) EAST OF HEMPSTEAD, NY AT THE EISENHOWER COUNTY PARK. IT IS 1 KM (0.5 MI) WEST OF SALISBURY, NY, 3 KM (2.0 MI) NORTH OF UNIONDALE, NY, ON LONG ISLAND, AND 4.5 KM (3.0 MI) SOUTH OF I-495. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE NORTH END. IT CONSISTS OF THE 0, 122, 429, 734 AND 1044 METER POINTS. THERE IS NO 100 FT. TAPE CALIBRATION MARK. TO REACH THE 0-METER POINT FROM THE WEST SIDE OF EISENHOWER COUNTY PARK, STEWART AVENUE ENTRANCE, LOCATED ON MERRICK AVENUE BETWEEN HEMPSTEAD TURNPIKE AND OLD COUNTY ROAD, GO EAST ON PARK BOULEVARD FOR 30 M (100 FT), THEN TURN NORTH ONTO THE GRASS. PROCEED NORTH NORTHWEST FOR 150 M (492 FT) TO THE 1044 METER POINT, SOUTH BASE, THEN NORTH ALONG THE LINE OF CBL STATIONS TO THE 0 METER POINT, NORTH BASE, JUST SOUTH OF THE FENCE BOUNDING THE NORTH SIDE OF THE PARK. THE 0-METER POINT IS A PLAIN BRASS 8 CM DISK STAMPED "NORTH BASE" SET IN THE TOP OF A 50 CM (20 IN) DIAMETER CONCRETE POST RECESSED 10 CM (4 IN) BELOW THE SURFACE OF THE GROUND. IT IS 11.1 M (36.4 FT) NORTHEAST OF THE NORTH FENCE POST OF THE GATE, 7.1 M (23.3 FT) SOUTHEAST OF THE NORTHWEST CORNER OF THE 4 FOOT CHAIN LINK FENCE, AND 4.1 M (13.5 FT) SOUTHWEST OF A 15 CM (6 IN) DIAMETER OAK TREE. THE 122-METER POINT IS A PLAIN BRASS 8 CM DISK STAMPED "P.O.L. #3" SET IN THE TOP OF A 50 CM (20 IN) DIAMETER CONCRETE POST RECESSED 10 CM (4 IN) BELOW THE SURFACE OF THE GROUND. IT IS 78.4 M (257.2 FT) WEST OF THE ASPHALT SERVICE ROAD AND 26.3 M (86.3 FT) EAST OF THE 4 FOOT CHAIN LINK FENCE. THE 429-METER POINT IS A PLAIN BRASS 8 CM DISK STAMPED "P.O.L. #2" SET IN THE TOP OF A 50 CM (20 IN) DIAMETER CONCRETE POST RECESSED 10 CM (4 IN) BELOW THE SURFACE OF THE GROUND. IT IS 77.6 M (254.6 FT) WEST OF THE ASPHALT SERVICE ROAD AND 26.3 M (86.3 FT) EAST OF THE 4 FOOT CHAIN LINK FENCE THE 734-METER POINT IS A PLAIN BRASS 8 CM DISK STAMPED "P.O.L. #1" SET IN THE TOP OF A 50 CM (20 IN) DIAMETER CONCRETE POST RECESSED 10 CM (4 IN) BELOW THE SURFACE OF THE GROUND. IT IS 30.4 M (99.7 FT) NORTH OF THE ASPHALT SERVICE ROAD, 23.4 M (76.8 FT) EAST OF THE 4 FOOT CHAIN LINK FENCE, AND 11.8 M (38.7 FT) SOUTHWEST OF A 25 CM (10 IN) DIAMETER OAK TREE. 1THE 1044-METER POINT IS A PLAIN BRASS 8 CM DISK STAMPED "SOUTH BASE" SET IN THE TOP OF A 50 CM (20 IN) DIAMETER CONCRETE POST RECESSED 10 CM (4 IN) BELOW THE SURFACE OF THE GROUND. IT IS 153.4 M (503.2 FT) NORTH OF THE NORTH BACK OF CURB OF PARK DRIVE, 28.0 M (91.9 FT) NORTHEAST OF A TREE, 26.0 M (85.3 FT) EAST OF THE 4 FOOT CHAIN LINK FENCE, AND 17.0 M (55.8 FT) SOUTHEAST OF A POLE WITH ELECTRIC METER. USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. FOR INTERVISIBILITY BETWEEN ALL BASE LINE POINTS, SET TRIPODS OVER THE MARKS AT APPROXIMATELY THE FOLLOWING HEIGHTS: 0 METER POINT AT 1.772 M (5.814 FT), 122 METER POINT AT 1.208 M (3.963 FT), 429 METER POINT AT 1.473 M (4.833 FT), 734 METER POINT AT 1.603 M (5.259 FT) AND THE 1044 METER POINT AT 1.885 M (6.184 FT). THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION AND A. JAMES DEBRUIN, CIVIL ENGINEER AND LAND SURVEYOR. FOR MORE INFORMATION PLEASE CONTACT THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION REGION 10 SURVEY OFFICE, HAUPPAUGE, NEW YORK AT (516) 952-6682. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N430762 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: LIVERPOOL NEW YORK ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15048 ONONDAGA COUNTY LIST OF ADJUSTED DISTANCES (JANUARY 29, 1980) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) EDM CALIBRATION STATION 0 152.40 EDM CALIBRATION STATION 50 152.42 50.0110 50.0110 1.3 EDM CALIBRATION STATION 0 152.40 EDM CALIBRATION STATION 150 152.46 149.9846 149.9846 1.0 EDM CALIBRATION STATION 0 152.40 EDM CALIBRATION STATION 500 152.57 499.9861 499.9861 1.4 EDM CALIBRATION STATION 0 152.40 EDM CALIBRATION STATION 1050 152.22 1050.0076 1050.0076 1.8 EDM CALIBRATION STATION 0 152.40 EDM CALIBRATION STATION 1612 152.67 1612.7951 1612.7951 2.6 EDM CALIBRATION STATION 50 152.42 EDM CALIBRATION STATION 150 152.46 99.9736 99.9736 1.3 EDM CALIBRATION STATION 50 152.42 EDM CALIBRATION STATION 500 152.57 449.9751 449.9751 1.6 EDM CALIBRATION STATION 50 152.42 EDM CALIBRATION STATION 1050 152.22 999.9967 999.9967 1.9 EDM CALIBRATION STATION 50 152.42 EDM CALIBRATION STATION 1612 152.67 1562.7841 1562.7841 2.6 EDM CALIBRATION STATION 150 152.46 EDM CALIBRATION STATION 500 152.57 350.0015 350.0015 0.9 EDM CALIBRATION STATION 150 152.46 EDM CALIBRATION STATION 1050 152.22 900.0231 900.0231 1.3 EDM CALIBRATION STATION 150 152.46 EDM CALIBRATION STATION 1612 152.67 1462.8105 1462.8105 2.1 EDM CALIBRATION STATION 500 152.57 EDM CALIBRATION STATION 1050 152.22 550.0216 550.0217 1.0 EDM CALIBRATION STATION 500 152.57 EDM CALIBRATION STATION 1612 152.67 1112.8090 1112.8090 1.7 EDM CALIBRATION STATION 1050 152.22 EDM CALIBRATION STATION 1612 152.67 562.7874 562.7876 1.3 DESCRIPTION OF LIVERPOOL BASE LINE YEAR MEASURED: 1975 CHIEF OF PARTY: MDC THE BASE LINE IS LOCATED ON THE WEST SIDE OF LIVERPOOL, 4 MILES NORTHWEST OF SYRACUSE, IN THE ONONDAGA LAKE PARK AND ON THE EASTERN SHORE OF LAKE ONONDAGA. TO REACH THE BASE LINE FROM THE JUNCTION OF INTERSTATE 90 AND STATE ROAD 57, WHICH IS 1 MILE NORTH OF LIVERPOOL, GO SOUTHEAST ON STATE ROAD 57 FOR 1.3 MILES TO THE ENTRANCE TO ONONDAGA LAKE PARK ON THE RIGHT AND THE 1612 METER POINT IN THE SOUTHWEST ANGLE OF THE INTERSECTION. TURN RIGHT ON PARK DRIVE AND GO NORTHWEST FOR 0.4 MILE TO THE 1050 METER POINT ON THE LEFT. CONTINUE NORTHWEST ON PARK DRIVE FOR 0.7 MILE TO THE 0 METER POINT ON THE LEFT AS DESCRIBED. STOP AT PARK OFFICE OPPOSITE SALT MUSEUM AND SECURE PERMIT TO DRIVE IN PARK. THE 0 METER POINT IS 7 FEET NORTH OF THE CENTER OF A GRAVEL DRIVEWAY, 20 FEET NORTHWEST OF A FIRE PLUG, 54 FEET WEST OF THE CENTER OF PARK DRIVE AND ABOUT 200 FEET NORTHEAST OF THE WATER EDGE OF ONONDAGA LAKE. ALL THE MARKS ARE CENTRAL NEW YORK SOCIETY OF LAND SURVEYORS DISKS SET IN THE TOP OF ROUND CONCRETE MONUMENTS FLUSH WITH THE GROUND. THE DISKS ARE STAMPED EDM CALIBRATION STATION 1973, AND HAVE THE METER DISTANCE STAMPED ON THEM. THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0 METER POINT ON THE NORTHWEST END. THE LINE CONSISTS OF THE 0, 150, 500, AND 1050 METER POINTS. THERE ARE MARKS AT 50 AND 1612 METERS. THE 50 METER POINT WAS USED FOR THE TAPING BUT NOT FOR THE EDM MEASUREMENTS. THE 1612 METER POINT WAS MEASURED FROM THE 1050 POINT. 1981 RECOVERY - THE 0 METER POINT IS PRESUMED COVERED WITH ASPHALT. THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE CENTRAL NEW YORK STATE SOCIETY OF LAND SURVEYORS. FOR FURTHER INFORMATION CONTACT MR. STEPHEN SEHNERT AT 16 RIVER STREET IN BALDWINSVILLE, 13027. TELEPHONE (315) 635-5197. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N430783 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: NIAGARA CBL NEW YORK ROCKVILLE MD 20852 PROJECT ACCESSION NUMBER: 15483 NIAGARA COUNTY NEAREST TOWN: LOCKPORT LIST OF ADJUSTED DISTANCES (OCTOBER 30, 1989) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 180.000 150 179.959 150.0036 150.0036 0.1 0 180.000 430 180.049 430.0276 430.0276 0.3 0 180.000 1042 180.727 1042.1118 1042.1120 0.5 150 179.959 430 180.049 280.0239 280.0239 0.3 150 179.959 1042 180.727 892.1082 892.1085 0.5 430 180.049 1042 180.727 612.0842 612.0846 0.3 A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASELINE. THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT. DESCRIPTION OF NIAGARA BASE LINE YEAR MEASURED: 1989 CHIEF OF PARTY: LPB THE BASE LINE IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHWEST OF LOCKPORT, 6.4 KM (4.0 MI) NORTHWEST OF MILLERSPORT, AND 17.7 KM (11.0 MI) NORTHEAST OF AMHERST. IT LIES IN THE RIGHT-OF-WAY OF AND IS PARALLEL TO EAST CANAL ROAD. IT IS BETWEEN THE ROAD AND THE ERIE CANAL. THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER POINT AT THE SOUTHWEST END. IT CONSISTS OF THE 0, 150, 430, AND 1042- METER POINTS, WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED BETWEEN, AND IN LINE WITH THE 0 AND 150-METER POINT. TO REACH THE 0-METER POINT FROM THE INTERSECTION OF INTERSTATE HIGHWAY 90 (EXIT 49) AND STATE HIGHWAY 78 (TRANSIT ROAD) IN WILLIAMSVILLE, JUST EAST OF BUFFALO, GO NORTH ON HIGHWAY 78 FOR 3.2 KM (2.0 MI) TO A HIGHWAY OVERPASS. CONTINUE NORTH ON HIGHWAY 78 FOR 6.1 KM (3.8 MI) TO THE INTERSECTION OF NORTH FRENCH ROAD. CONTINUE NORTH ON HIGHWAY 78 FOR 5.8 KM (3.6 MI) TO A BRIDGE OVER TONAWANDA CREEK. CONTINUE NORTH ON HIGHWAY 78 FOR 1.7 KM (1.1 MI) TO A FORD DEALER ON THE RIGHT AND THE INTERSECTION OF DONNER ROAD ON THE LEFT. (THIS IS A TOTAL OF 16.8 KM ,OR 10.5 MI NORTH ON TRANSIT ROAD, HIGHWAY 78, FROM I-90.) TURN LEFT AND GO WEST ON DONNER ROAD FOR 2.6 KM (1.6 MI) TO THE INTERSECTION OF EAST CANAL ROAD, AND THE 0-METER POINT ACROSS THE INTERSECTION. TO REACH THE 150, 430, AND 1042-METER POINTS, TURN RIGHT AND GO NORTHEAST ON EAST CANAL ROAD FOR 0.15 KM (0.1 MI) TO THE 150-METER POINT ON THE LEFT, THEN CONTINUE NORTHEAST ON EAST CANAL ROAD FOR 0.3 KM (0.2 MI) TO THE 430-METER POINT ON THE LEFT, THEN CONTINUE NORTHEAST ON EAST CANAL ROAD FOR 0.6 KM (0.4 MI) TO THE INTERSECTION OF ROBINSON ROAD AND THE 1042-METER POINT ON THE LEFT. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 M 1989" SET IN THE TOP OF A 30 CM (12 IN) ROUND CONCRETE POST RECESSED 5 CM (2 IN) BELOW THE SURFACE OF THE GROUND. IT IS 10.6 M (34.8 FT) NORTHWEST OF THE CENTERLINE (END) OF DONNER ROAD, 6.3 M (20.7 FT) NORTHWEST OF THE CENTERLINE OF EAST CANAL ROAD, 2.3 M (7.5 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST, 1.6 M (5.2 FT) NORTHWEST OF THE NORTHEAST END OF A GUARD RAIL, AND 1.4 M (4.6 FT) NORTHWEST OF PLP #55-1. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 M 1989" SET IN THE TOP OF A 30 CM (12 IN) CONCRETE POST RECESSED 13 CM (5 IN) BELOW THE SUFACE OF THE GROUND. IT IS 46.8 M (153.5 FT) SOUTHWEST OF A "ROAD LEFT" SIGN, 6.4 KM (21.0 FT) NORTHWEST OF THE CENTERLINE OF EAST CANAL ROAD, AND 2.9 M (9.5 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST. THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "430 M 1989" SET IN THE TOP OF A 30 CM (12 IN) CONCRETE POST RECESSED 13 CM (5 IN) BELOW THE SURFACE OF THE GROUND. IT IS 19.4 M (63.6 FT) NORTHWEST OF PLP #6175, 18.1 M (59.4 FT) NORTHWEST OF A TELEPHONE JUNCTION BOX, 16.4 M (53.8 FT) NORTHWEST OF A YELLOW FIRE HYDRANT, 6.8 M (22.3 FT) NORTHWEST OF THE CENTERLINE OF EAST CANAL ROAD, AND 3.1 M (10.2 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST. 1THE 1042-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1042 M 1989" SET IN THE TOP OF A 30 CM (12 IN) CONCRETE POST RECESSED 13 CM (5 IN) BELOW THE SURFACE OF THE GROUND. IT IS 26.0 M (85.3 FT) SOUTHWEST OF THE CENTERLINE OF ROBINSON ROAD, 10.0 M (32.8 FT) SOUTHEAST OF A HEADWALL, 9.4 M (30.8 FT) SOUTHWEST OF THE SOUTHEAST END OF A GUARD RAIL, 7.7 M (25.3 FT) NORTHWEST OF THE CENTERLINE OF EAST CANAL ROAD, 4.2 M (13.8 FT) NORTHEAST OF A PLP GUIDE WIRE, 1.3 M (4.3 FT) SOUTHEAST OF A PLP, AND 1.3 M (4.3 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST. THE 100-FOOT TAPE CALIBRATION STATION IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK STAMPED "100 FT 1989" SET IN THE TOP OF A 30 CM (12 IN) CONCRETE POST RECESSED 13 CM (5 IN) BELOW THE SURFACE OF THE GROUND. IT IS 30.48 M (100 FT) NORTHEAST OF THE 0-METER POINT, 6.3 M (20.7 FT) NORTHWEST OF THE CENTERLINE OF EAST CANAL ROAD, AND 3.6 M (11.8 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE NIAGARA FRONTIER LAND SURVEYORS ASSOCIATION. FOR MORE INFORMATION CONTACT MR. J. STEVE BODDECKER AT 765 CAYUGA STREET, LEWISTON, NEW YORK, 14092, TELEPHONE (716) 754-8330, OR MR. RANDY WOODBURY AT 12 EAST 5th STREET, DUNKIRK, NEW YORK, 14048, TELEPHONE (716) 366-1990. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N430783 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: NIAGARA CBL NEW YORK SILVER SPRING MD 20910 PROJECT ACCESSION NUMBER: 15483 NIAGARA COUNTY NEAREST TOWN: LOCKPORT LIST OF ADJUSTED DISTANCES ( 7/ 5/2005) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0M 1989 180.000 150M 1989 179.959 150.0033 150.0033 .1 0M 1989 180.000 430M 1989 180.049 430.0257 430.0257 .2 0M 1989 180.000 1042M 1989 180.727 1042.1090 1042.1092 .2 150M 1989 179.959 430M 1989 180.049 280.0224 280.0224 .1 150M 1989 179.959 1042M 1989 180.727 892.1057 892.1060 .2 430M 1989 180.049 1042M 1989 180.727 612.0833 612.0837 .1 A TAPE CALIBRATION MONUMENT WAS SET AT THE 100 FOOT POINT OF THE BASELINE. THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT. (NOT MEASURED THIS SURVEY) DESCRIPTION OF NIAGARA BASE LINE YEAR MEASURED: 2003 CHIEF OF PARTY: LPB THE BASE LINE IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHWEST OF LOCKPORT, 6.4 KM (4.0 MI) NORTHWEST OF MILLERSPORT, AND 17.7 KM (11.0 MI) NORTHEAST OF AMHERST. IT LIES IN THE RIGHT-OF-WAY OF AND IS PARALLEL TO EAST CANAL ROAD. IT IS BETWEEN THE ROAD AND THE ERIE CANAL. THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER POINT AT THE SOUTHWEST END. IT CONSISTS OF THE 0, 150, 430, AND 1042- METER POINTS, WITH A 100-FOOT TAPE CALIBRATION STATION LOCATED BETWEEN, AND IN LINE WITH THE 0 AND 150-METER POINT. TO REACH THE 0-METER POINT FROM THE INTERSECTION OF INTERSTATE HIGHWAY 90 (EXIT 49) AND STATE HIGHWAY 78 (TRANSIT ROAD) IN WILLIAMSVILLE, JUST EAST OF BUFFALO, GO NORTH ON HIGHWAY 78 FOR 3.2 KM (2.0 MI) TO A HIGHWAY OVERPASS. CONTINUE NORTH ON HIGHWAY 78 FOR 6.1 KM (3.8 MI) TO THE INTERSECTION OF NORTH FRENCH ROAD. CONTINUE NORTH ON HIGHWAY 78 FOR 5.8 KM (3.6 MI) TO A BRIDGE OVER TONAWANDA CREEK. CONTINUE NORTH ON HIGHWAY 78 FOR 4.2 KM (2.6 MI) TO A FORD DEALER ON THE RIGHT AND THE INTERSECTION OF DONNER ROAD ON THE LEFT. (THIS IS A TOTAL OF 19.3 KM ,OR 12.0 MI NORTH ON TRANSIT ROAD, HIGHWAY 78, FROM I-90.) TURN LEFT AND GO WEST ON DONNER ROAD FOR 2.6 KM (1.6 MI) TO THE INTERSECTION OF EAST CANAL ROAD, AND THE 0-METER POINT ACROSS THE INTERSECTION. TO REACH THE 150, 430, AND 1042-METER POINTS, TURN RIGHT AND GO NORTHEAST ON EAST CANAL ROAD FOR 0.15 KM (0.1 MI) TO THE 150-METER POINT ON THE LEFT, THEN CONTINUE NORTHEAST ON EAST CANAL ROAD FOR 0.3 KM (0.2 MI) TO THE 430-METER POINT ON THE LEFT, THEN CONTINUE NORTHEAST ON EAST CANAL ROAD FOR 0.6 KM (0.4 MI) TO THE INTERSECTION OF ROBINSON ROAD AND THE 1042-METER POINT ON THE LEFT. THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "0 M 1989" SET IN THE TOP OF A 30 CM (12 IN) ROUND CONCRETE POST RECESSED 5 CM (2 IN) BELOW THE SURFACE OF THE GROUND. IT IS 10.6 M (34.8 FT) NORTHWEST OF THE CENTERLINE (END) OF DONNER ROAD, 6.3 M (20.7 FT) NORTHWEST OF THE CENTERLINE OF EAST CANAL ROAD, 2.3 M (7.5 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST, 1.6 M (5.2 FT) NORTHWEST OF THE NORTHEAST END OF A GUARD RAIL, AND 1.4 M (4.6 FT) NORTHWEST OF PLP #55-1. THE 150-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "150 M 1989" SET IN THE TOP OF A 30 CM (12 IN) CONCRETE POST RECESSED 13 CM (5 IN) BELOW THE SUFACE OF THE GROUND. IT IS 46.8 M (153.5 FT) SOUTHWEST OF A "ROAD LEFT" SIGN, 6.4 KM (21.0 FT) NORTHWEST OF THE CENTERLINE OF EAST CANAL ROAD, AND 2.9 M (9.5 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST. THE 430-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "430 M 1989" SET IN THE TOP OF A 30 CM (12 IN) CONCRETE POST RECESSED 13 CM (5 IN) BELOW THE SURFACE OF THE GROUND. IT IS 19.4 M (63.6 FT) NORTHWEST OF PLP #6175, 18.1 M (59.4 FT) NORTHWEST OF A TELEPHONE JUNCTION BOX, 16.4 M (53.8 FT) NORTHWEST OF A YELLOW FIRE HYDRANT, 6.8 M (22.3 FT) NORTHWEST OF THE CENTERLINE OF EAST CANAL ROAD, AND 3.1 M (10.2 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST. 1THE 1042-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK STAMPED "1042 M 1989" SET IN THE TOP OF A 30 CM (12 IN) CONCRETE POST RECESSED 13 CM (5 IN) BELOW THE SURFACE OF THE GROUND. IT IS 26.0 M (85.3 FT) SOUTHWEST OF THE CENTERLINE OF ROBINSON ROAD, 10.0 M (32.8 FT) SOUTHEAST OF A HEADWALL, 9.4 M (30.8 FT) SOUTHWEST OF THE SOUTHEAST END OF A GUARD RAIL, 7.7 M (25.3 FT) NORTHWEST OF THE CENTERLINE OF EAST CANAL ROAD, 4.2 M (13.8 FT) NORTHEAST OF A PLP GUIDE WIRE, 1.3 M (4.3 FT) SOUTHEAST OF A PLP, AND 1.3 M (4.3 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST. THE 100-FOOT TAPE CALIBRATION STATION IS A STANDARD NGS CALIBRATION BASE LINE TAPING DISK STAMPED "100 FT 1989" SET IN THE TOP OF A 30 CM (12 IN) CONCRETE POST RECESSED 13 CM (5 IN) BELOW THE SURFACE OF THE GROUND. IT IS 30.48 M (100 FT) NORTHEAST OF THE 0-METER POINT, 6.3 M (20.7 FT) NORTHWEST OF THE CENTERLINE OF EAST CANAL ROAD, AND 3.6 M (11.8 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE NIAGARA FRONTIER LAND SURVEYORS ASSOCIATION. FOR MORE INFORMATION CONTACT MR. J. STEVE BODDECKER AT 282 DELAWARE AVE, BUFFALO, NEW YORK, 14202, TELEPHONE 716-856-5636, OR MICHAEL CZEKANSKI NSY DOT 125 MAIN ST. BUFFALO, NY 14203 (716)847-3218 mczekanski@dot.state.ny.us 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N410734 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: RHINEBECK CBL NEW YORK SILVER SPRING MD 20910 - January 28, 2000 PROJECT ACCESSION NUMBER: 15483 DUTCHESS COUNTY NEAREST TOWN: RHINEBECK LIST OF ADJUSTED DISTANCES (January 10, 2000) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 1997 50.381 150 M 1997 52.033 149.9270 149.9361 0.1 0 M 1997 50.381 430 M 1997 53.734 429.9947 430.0078 0.2 0 M 1997 50.381 1400 M 1997 63.490 1399.9902 1400.0516 0.3 150 M 1997 52.033 430 M 1997 53.734 280.0677 280.0729 0.1 150 M 1997 52.033 1400 M 1997 63.490 1250.0632 1250.1157 0.2 430 M 1997 53.734 1400 M 1997 63.490 969.9955 970.0445 0.2 DESCRIPTION OF RHINEBECK BASE LINE YEAR MEASURED: 1999 LATITUDE: 41 58 20 LONGITUDE: 073 55 45 AZIMUTH: 102 DEGREES TRUE NORTH CHIEF OF PARTY: BFM THE BASELINE IS LOCATED APPROXIMATELY 1.8 KM (1.1 MILE) WEST OF THE INTERSECTION OF NEW YORK ROUTE 9G AND NEW YORK ROUTE 199 ON THE SOUTH SIDE OF NEW YORK ROUTE 199 AND 0.3 KM (0.2 MILE) EAST OF THE EAST END OF THE GEORGE CLINTON KINGSTON-RHINECLIFF BRIDGE ON ROUTE 199. THE BASE LINE IS AN WEST-EAST LINE WITH THE 0-METER POINT ON THE WEST END. IT CONSISTS OF THE 0, 150, 430, AND 1400 METER POINTS. THERE IS NO 100-FOOT TAPE CALIBRATION STATION LOCATED AT THIS BASE LINE. TO REACH THE BASELINE FROM THE NEW YORK STATE THRUWAY, KINGSTON EXIT: AFTER GOING THROUGH THE TOLL BOOTH, BEAR RIGHT ON ROUTE 28 WEST, RECROSS THRUWAY, BEAR RIGHT ON RAMP TO ROUTE 209 NORTH. CONTINUE ON ROUTE 209 NORTH, IT WILL BECOME ROUTE 199, AND THE WEST APPROACH TO THE RHINECLIFF BRIDGE. CROSS THE RHINECLIFF BRIDGE. AT THE EAST END OF THE BRIDGE, CONTINUE 0.3 KM (0.2 MILE), TO THE "0" METER POINT LOCATED IN A SMALL ROCK CUT ON THE SOUTH SIDE OF ROUTE 199 AND 5 METERS (16 FEET) NORTH OF FACE OF ROCK CUT. TO REACH THE 0-METER POINT FROM THE INTERSECTION OF ROUTE 199 WEST AND ROUTE 9G, LOCATED IN THE TOWN OF RED HOOK, DUTCHESS COUNTY, NEW YORK, GO WEST ON ROUTE 199 FOR 1.8 KM (1.1 MILE) TO A ROCK CUT ON ROUTE 199. THE POINT IS LOCATED IN A GRASS AREA ON THE SOUTH SIDE OF ROUTE 199. THE 0-METER POINT IS A NEW YORK STATE DEPARTMENT OF TRANSPORTATION BRASS DISK STAMPED "0M/1997" SET IN THE TOP OF AN 46 CM (18 INCH) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 49 MT (161 FT) EAST ALONG THE SOUTH EDGE OF ROUTE 199 FROM MILE MARKER 199/8202/1009. 13.5 MT (44 FT) SOUTH OF THE SOUTHERLY EDGE OF ROUTE 199 AND 33 METERS (108 FEET) EAST OF A 50 MILE PER HOUR SIGN. THE 150-METER POINT IS A NEW YORK STATE DEPARTMENT OF TRANSPORTATION BRASS DISK STAMPED "150M/1997" SET IN THE TOP OF A 46 CM (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 22 MT (72 FT) EAST ALONG THE SOUTH EDGE OF ROUTE 199 FROM MILE MARKER 199/8202/1010. 13 MT (43 FT) SOUTH OF THE SOUTHERLY EDGE OF ROUTE 199 AND WEST ALONG ROUTE 199 FROM COUNTY ROAD 103. THE 430-METER POINT IS A NEW YORK STATE DEPARTMENT OF TRANSPORTATION BRASS DISK STAMPED "430M/1997" SET IN THE TOP OF A 46 CM (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 7 MT (23 FT) WEST ALONG THE SOUTH EDGE OF ROUTE 199 FROM MILE MARKER 199/8202/1012. 11 MT (36 FT) SOUTH OF THE SOUTHERLY EDGE OF PAVEMENT OF ROUTE 199 AND WEST ALONG ROUTE 199 FROM COUNTY ROAD 103. 1THE 1400-METER POINT IS A NEW YORK STATE DEPARTMENT OF TRANSPORTATION BRASS DISK STAMPED "1400M/1997" SET IN THE TOP OF A 46 CM (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 4 MT (13 FT) EAST ALONG THE EDGE OF ROUTE 199 FROM MILE MARKER 199/8202/1018. 13 MT (43 FT) SOUTH OF THE EDGE OF PAVEMENT OF THE SOUTH SIDE OF ROUTE 199 AND WEST OF THE INTERSECTION 0.3 KM (0.2 MILE) WEST OF ROUTE 199 AND ROUTE 9G. USER NOTES - CBL USERS SHOULD TAKE CARE PLUMBING OVER ALL POINTS. FOR INTERVISABILITY BETWEEN ALL BASE LINE POINTS, SET TRIPODS OVER THE MARKS AT APPROXIMATELY THE FOLLOWING HEIGHTS: 0 METER POINT AT 1.473 M (4.83 FT.), 150 METER POINT AT 1.015 M (3.33 FT.), 430 METER POINT AT 1.525 M (5.00 FT.). THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION. FOR MORE INFORMATION, PLEASE CONTACT NEW YORK STATE DEPARTMENT OF TRANSPORTATION, SURVEY DEPARTMENT, 4 BURNETT BOULEVARD, POUGHKEEPSIE, NEW YORK 12603, TELEPHONE NUMBER 914-431-5946. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N420792 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: RHINEBECK CBL NEW YORK SILVER SPRING MD 20910 PROJECT ACCESSION NUMBER: 15483 DUTCHESS COUNTY NEAREST TOWN: KINSTON LIST OF ADJUSTED DISTANCES ( 7/10/2005) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 50.351 150 M 52.033 149.9272 149.9366 .2 0 M 50.351 430 M 53.734 429.9943 430.0076 .2 0 M 50.351 1400 M 63.490 1399.9912 1400.0529 .3 150 M 52.033 430 M 53.734 280.0672 280.0723 .2 150 M 52.033 1400 M 63.490 1250.0641 1250.1166 .2 430 M 53.734 1400 M 63.490 969.9968 970.0459 .2 DESCRIPTION OF RHINEBECK BASE LINE YEAR MEASURED: 1999 YEAR REMEASURED:2003 LATITUDE: 41 58 20 LONGITUDE: 073 55 45 AZIMUTH: 102 DEGREES TRUE NORTH CHIEF OF PARTY: BFM THE BASELINE IS LOCATED APPROXIMATELY 1.8 KM (1.1 MILE) WEST OF THE INTERSECTION OF NEW YORK ROUTE 9G AND NEW YORK ROUTE 199 ON THE SOUTH SIDE OF NEW YORK ROUTE 199 AND 0.3 KM (0.2 MILE) EAST OF THE EAST END OF THE GEORGE CLINTON KINGSTON-RHINECLIFF BRIDGE ON ROUTE 199. THE BASE LINE IS AN WEST-EAST LINE WITH THE 0-METER POINT ON THE WEST END. IT CONSISTS OF THE 0, 150, 430, AND 1400 METER POINTS. THERE IS NO 100-FOOT TAPE CALIBRATION STATION LOCATED AT THIS BASE LINE. TO REACH THE BASELINE FROM THE NEW YORK STATE THRUWAY, KINGSTON EXIT: AFTER GOING THROUGH THE TOLL BOOTH, BEAR RIGHT ON ROUTE 28 WEST, RECROSS THRUWAY, BEAR RIGHT ON RAMP TO ROUTE 209 NORTH. CONTINUE ON ROUTE 209 NORTH, IT WILL BECOME ROUTE 199, AND THE WEST APPROACH TO THE RHINECLIFF BRIDGE. CROSS THE RHINECLIFF BRIDGE. AT THE EAST END OF THE BRIDGE, CONTINUE 0.3 KM (0.2 MILE), TO THE "0" METER POINT LOCATED IN A SMALL ROCK CUT ON THE SOUTH SIDE OF ROUTE 199 AND 5 METERS (16 FEET) NORTH OF FACE OF ROCK CUT. TO REACH THE 0-METER POINT FROM THE INTERSECTION OF ROUTE 199 WEST AND ROUTE 9G, LOCATED IN THE TOWN OF RED HOOK, DUTCHESS COUNTY, NEW YORK, GO WEST ON ROUTE 199 FOR 1.8 KM (1.1 MILE) TO A ROCK CUT ON ROUTE 199. THE POINT IS LOCATED IN A GRASS AREA ON THE SOUTH SIDE OF ROUTE 199. THE 0-METER POINT IS A NEW YORK STATE DEPARTMENT OF TRANSPORTATION BRASS DISK STAMPED "0M/1997" SET IN THE TOP OF AN 46 CM (18 INCH) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 49 MT (161 FT) EAST ALONG THE SOUTH EDGE OF ROUTE 199 FROM MILE MARKER 199/8202/1009. 13.5 MT (44 FT) SOUTH OF THE SOUTHERLY EDGE OF ROUTE 199 AND 33 METERS (108 FEET) EAST OF A 50 MILE PER HOUR SIGN. THE 150-METER POINT IS A NEW YORK STATE DEPARTMENT OF TRANSPORTATION BRASS DISK STAMPED "150M/1997" SET IN THE TOP OF A 46 CM (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 22 MT (72 FT) EAST ALONG THE SOUTH EDGE OF ROUTE 199 FROM MILE MARKER 199/8202/1010. 13 MT (43 FT) SOUTH OF THE SOUTHERLY EDGE OF ROUTE 199 AND WEST ALONG ROUTE 199 FROM COUNTY ROAD 103. THE 430-METER POINT IS A NEW YORK STATE DEPARTMENT OF TRANSPORTATION BRASS DISK STAMPED "430M/1997" SET IN THE TOP OF A 46 CM (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 7 MT (23 FT) WEST ALONG THE SOUTH EDGE OF ROUTE 199 FROM MILE MARKER 199/8202/1012. 11 MT (36 FT) SOUTH OF THE SOUTHERLY EDGE OF PAVEMENT OF ROUTE 199 AND WEST ALONG ROUTE 199 FROM COUNTY ROAD 103. 1THE 1400-METER POINT IS A NEW YORK STATE DEPARTMENT OF TRANSPORTATION BRASS DISK STAMPED "1400M/1997" SET IN THE TOP OF A 46 CM (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 4 MT (13 FT) EAST ALONG THE EDGE OF ROUTE 199 FROM MILE MARKER 199/8202/1018. 13 MT (43 FT) SOUTH OF THE EDGE OF PAVEMENT OF THE SOUTH SIDE OF ROUTE 199 AND WEST OF THE INTERSECTION 0.3 KM (0.2 MILE) WEST OF ROUTE 199 AND ROUTE 9G. USER NOTES - CBL USERS SHOULD TAKE CARE PLUMBING OVER ALL POINTS. FOR INTERVISABILITY BETWEEN ALL BASE LINE POINTS, SET TRIPODS OVER THE MARKS AT APPROXIMATELY THE FOLLOWING HEIGHTS: 0 METER POINT AT 1.473 M (4.83 FT.), 150 METER POINT AT 1.015 M (3.33 FT.), 430 METER POINT AT 1.525 M (5.00 FT.). THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION. FOR MORE INFORMATION, PLEASE CONTACT NEW YORK STATE DEPARTMENT OF TRANSPORTATION, SURVEY DEPARTMENT, 4 BURNETT BOULEVARD, POUGHKEEPSIE, NEW YORK 12603, TELEPHONE NUMBER 914-431-5946. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N410733 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: ROBERT KENNGOTT CBL NEW YORK ROCKVILLE MD 20852 - AUGUST 21, 2001 PROJECT ACCESSION NUMBER: 15483 WESTCHESTER COUNTY NEAREST TOWN: VALHALLA ***NOTE: FORMERLY "VALHALLA CBL" LIST OF ADJUSTED DISTANCES (NOVEMBER 14, 1989) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 146.860 710 132.430 710.0061 710.1528 0.5 0 146.860 860 131.388 860.0172 860.1564 0.5 0 146.860 1190 129.255 1190.0206 1190.1508 0.8 710 132.430 860 131.388 150.0110 150.0146 0.1 710 132.430 1190 129.255 480.0141 480.0246 0.5 860 131.388 1190 129.255 330.0031 330.0100 0.5 A TAPE CALIBRATION MONUMENT WAS SET AT 100 FOOT POINT OF THE BASELINE. THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT. DESCRIPTION OF ROBERT KENNGOTT BASE LINE ***NOTE: FORMERLY "VALHALLA CBL" YEAR MEASURED: 1979 YEAR REMEASURED: 1989 CHIEF OF PARTY: LPB THE BASE LINE IS LOCATED 2.6 KM (1.6 MI) NORTHEAST OF ELMSFORD, 1.9 KM (1.2 MI) SOUTHWEST OF VALHALLA, AND 1.9 KM (1.2 MI) WEST OF NORTH WHITE PLAINS, ALONG THE WESTERN EDGE OF THE WESTCHESTER COMMUNITY COLLEGE CAMPUS. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT AT THE NORTH END. THE CBL CONSISTS OF THE 0, 710, 860, AND 1190 METER POINTS WITH A 100-FOOT TAPE CALIBRATION SECTION LOCATED BETWEEN THE 0 AND 710 METER POINTS, AND 30.48 METERS NORTH OF THE 710 METER POINT. THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT. ALL MARKS ARE WESTCHESTER-PUTNAM ASSOCIATION OF PROFESSIONAL LAND SURVEYORS DISKS SET IN THE TOP OF 25 CM (10 IN) DIAMETER CONCRETE POSTS. EACH POINT HAS TWO REFERENCE MARKS, ONE OF WHICH IS SET ON LINE AND THE OTHER AT 90 DEGREES TO THE LINE. ALL OF THE DISKS ARE STAMPED WITH THEIR BASE LINE DESIGNATION AND THE YEAR 1978. TO REACH THE BASE LINE FROM THE INTERSECTION OF STATE HIGHWAYS 100, 100A, AND 100C, NORTH OF ELMSFORD, GO EAST ON HIGHWAY 100 FOR 0.6 KM (0.4 MI) TO THE WESTCHESTER COMMUNITY COLLEGE CAMPUS ENTRANCE ON THE RIGHT. TURN RIGHT AND GO SOUTH ON THE PAVED ROAD FOR 0.6 KM (0.4 MI) TO A PAVED ROAD LEFT. TURN LEFT AND GO EAST FOR 0.2 KM (0.1 MI), UPHILL, AND THROUGH TWO PARKING AREAS TO A ROAD RIGHT. TURN RIGHT AND BEAR LEFT AROUND THE CIRCLE FOR 30 METERS TO A PAVED DRIVE RIGHT, MARKED "SERVICE VEHICLES ONLY". TURN RIGHT AND PROCEED DOWNHILL ON THIS DRIVE FOR 80 METERS TO A PAVED DRIVE RIGHT, JUST BEFORE REACHING THE SCIENCE BUILDING. TURN RIGHT AND GO UPHILL ON THE PAVED DRIVE FOR 30 METERS TO A CLEARING ON THE RIGHT, AT THE CREST OF THE HILL. PARK HERE AND PROCEED ON FOOT, BEARING LEFT AND DOWNHILL ON A PATH WHICH PASSES A GREENHOUSE AND GOES INTO THE WOODS TO THE 0 METER POINT. TO REACH THE OTHER CBL POINTS, GO BACK TO THE MAIN ENTRANCE DRIVE. TURN LEFT AND GO SOUTH, THEN EAST FOR 1.4 KM (0.9 MI) TO AN INTERSECTION. TURN RIGHT AND GO SOUTH FOR 0.2 KM (0.1 MI) TO A JOGGING TRACK AND THE 710 METER POINT ON THE RIGHT. CONTINUE AHEAD FOR 0.3 KM (0.2 MI) TO A CLEARING AND THE 860 METER POINT ON THE RIGHT, AT THE SOUTH END OF THE JOGGING TRACK. TURN LEFT AND GO SOUTH (THROUGH A LOCKED GATE) ON THE TRACK ROAD FOR 0.3 KM (0.2 MI) TO THE 1190 METER POINT AT THE END OF THE ROAD. THE 0 METER POINT IS STAMPED "00 STA 1978" AND PROJECTS 10 CM (4 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 26.0 M (85.3 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A GREENHOUSE, AND 5.1 M (16.7 FT) NORTHWEST OF A 61 CM (24 IN) BEECH TREE. THE 710 METER POINT IS STAMPED "710 STA 1978" AND IS LOCATED JUST SOUTH OF THE INSIDE OF THE NORTHEAST CORNER OF THE JOGGING TRACK, FLUSH WITH THE GROUND. IT IS 44.3 M (145.5 FT) SOUTHEAST OF A CONCRETE WATER FOUNTAIN, AND 14.9 M (48.9 FT) WEST OF A NARROW GATEWAY IN A CHAIN LINK FENCE. 1THE 860 METER POINT IS STAMPED "860 STA 1978" AND IS LOCATED 13.7 M (44.9 FT) NORTH OF THE NORTH EDGE OF THE ROAD, 5.0 M (16.4 FT) EAST OF RM 2 860, 3.7 M (12.1 FT) SOUTH OF A NARROW GATEWAY IN A CHAIN LINK FENCE, 2.9 M (9.5 FT) NORTH OF THE NORTH EDGE OF A BOULDER, AND FLUSH WITH THE GROUND. THE 1190 METER POINT IS FLUSH WITH THE GROUND, STAMPED "1190 STA 1978", AND IS LOCATED AT THE END OF A TRACK ROAD, 5.0 M (16.4FT) SOUTH OF RM 1 1190 1978, AND ON THE NORTH SIDE OF A FOUR-TRUNK TREE. THE 100 FOOT TAPING STATION IS STAMPED "RM 1 710 1978" AND IS LOCATED 30.48 M (100 FT) NORTH OF THE 710 METER POINT, 5.1 M (16.7 FT) SOUTHWEST OF A CHAIN LINK FENCE, 4.0 M (13.1 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE JOGGING TRACK, AND IS FLUSH WITH THE GROUND. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. USE EXTREME CAUTION ON THE ROAD NEAR THE 860 ELEVATIONS ARE FOR CBL USE ONLY. USE EXTREME CAUTION ON THE ROAD NEAR THE 860 METER POINT. TRAFFIC HAS LIMITED SIGHT DUE TO THE ROAD CURVATURE!!! ALSO, TAKE CARE NOT TO CONFUSE THE 1190 METER POINT WITH THE RM 1 WHICH HAS THREE, STEEL WITNESS POSTS. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE WESTCHESTER-PUTNAM ASSOCIATION OF PROFESSIONAL LAND SURVEYORS AND THE WESTCHESTER COMMUNITY COLLEGE. FOR FURTHER INFORMATION CONTACT MR. ALAN GASSMAN, 225 ORCHARD STREET, WHITE PLAINS, NEW YORK 10604. TELEPHONE 914-288-9063. REVISED 8/21/01 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N430773 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: ROCHESTER NEW YORK ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15483 MONROE COUNTY LIST OF ADJUSTED DISTANCES (JANUARY 28, 1980) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 158.50 150 158.60 150.0000 150.0000 0.3 0 158.50 425 158.47 425.0113 425.0113 0.5 0 158.50 1400 158.82 1400.0144 1400.0144 0.7 150 158.60 425 158.47 275.0113 275.0113 0.4 150 158.60 1400 158.82 1250.0144 1250.0144 0.5 425 158.47 1400 158.82 975.0030 975.0031 0.4 DESCRIPTION OF ROCHESTER BASE LINE YEAR MEASURED: 1979 CHIEF OF PARTY: CWW THE BASE LINE IS LOCATED SOUTH OF ROCHESTER ALONG THE SOUTHERN EDGE OF THE NEW YORK STATE BARGE CANAL AND JUST NORTH OF THE BRIGHTON-HENRIETTA TOWN LINE AT WINTON ROAD IN THE TOWN OF BRIGHTON. TO REACH THE BASE LINE FROM THE JUNCTION OF STATE HIGHWAY 252 (JEFFERSON ROAD) AND WINTON ROAD IN NORTHERN HENRIETTA, GO NORTH ON WINTON ROAD FOR 0.5 MILE TO THE BRIGHTON-HENRIETTA TOWN LINE, CONTINUE NORTH ON WINTON ROAD FOR 0.05 MILE TO A SIDE ROAD LEFT ON THE BRIDGE APPROACH, TURN LEFT AND GO NORTHERLY FOR 0.15 MILE TO A LOCKED GATE ON THE SOUTH SIDE OF THE BARGE CANAL. (TO OBTAIN KEY SEE ADDRESS BELOW). PASS THROUGH THE GATE TO THE TOWPATH, TURN RIGHT, PASS UNDER THE BRIDGE AND GO EASTERLY FOR 0.25 MILE TO THE 0 METER POINT ON THE RIGHT. THE 0 METER POINT IS 37.5 FEET NORTH OF THE SOUTH EDGE OF THE CANAL BANK, 15 FEET SOUTH OF THE NORTH EDGE OF THE CANAL BANK AND 5 FEET SOUTH OF THE CENTER OF A TRACK ROAD ALONG THE CANAL BANK. ALL OF THE MARKS ARE STANDARD CALIBRATION BASE LINE DISKS SET IN THE TOP OF 10-INCH ROUND CONCRETE FILLED TILES WITH THE DISKS 6 INCHES BELOW THE SURFACE. WITNESS POSTS AND OTHER PROTECTION FOR THE MARKS ARE BEING PUT IN. THE BASE LINE IS A EAST-WEST LINE WITH THE 0 METER POINT ON THE EAST END. IT IS MADE UP OF THE 0, 150, 425, AND 1400 METER POINTS. ALL OF THE MARKS ARE SET ON A LINE ALONG THE SOUTH BANK OF THE CANAL. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE GENESEE VALLEY LAND SURVEYORS ASSOCIATION. FOR FURTHER INFORMATION AND KEY TO THE GATE CONTACT MR. ROBERT PRESCOTT, SENIOR SURVEYOR, GEODETIC SURVEY OFFICE, MONROE COUNTY, DEPARTMENT OF PUBLIC WORKS, 350 EAST HENRIETTA ROAD, IOLA COMPLEX, ROCHESTER, NEW YORK. TELEPHONE 716-461-3160. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N430733 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: SARATOGA CBL NEW YORK SILVER SPRING MD 20910 - January 28, 2000 PROJECT ACCESSION NUMBER: 15483 SARATOGA COUNTY NEAREST TOWN: SARATOGA SPRINGS LIST OF ADJUSTED DISTANCES (January 10, 2000) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 M 1999 130.876 150 M 1999 131.021 149.9798 149.9799 0.1 0 M 1999 130.876 430 M 1999 131.396 429.9891 429.9894 0.2 0 M 1999 130.876 1010 M 1999 132.221 1009.9691 1009.9700 0.2 150 M 1999 131.021 430 M 1999 131.396 280.0093 280.0095 0.1 150 M 1999 131.021 1010 M 1999 132.221 859.9893 859.9902 0.2 430 M 1999 131.396 1010 M 1999 132.221 579.9801 579.9807 0.1 DESCRIPTION OF SARATOGA LINE YEAR MEASURED: 1999 LATITUDE: 43 03 00 LONGITUDE: 073 52 00 AZIMUTH: 216 DEGREES TRUE NORTH CHIEF OF PARTY: BFM THE BASE LINE IS LOCATED ABOUT 6.4 KM (4 MI) SOUTHWEST OF SARATOGA SPRINGS AND 4.8 KM (3 MI) NORTH OF BALLSTON SPA, IN THE WESTERLY QUADRANT OF THE SARATOGA COUNTY AIRPORT. THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON THE NORTHEAST END. THE BASE LINE CONSISTS OF THE 0, 150, 43, AND 1010 METER POINTS. THERE IS NO 100-FOOT TAPE CALIBRATION STATION LOCATED AT THIS BASE LINE. TO REACH THE BASE LINE FROM THE JUNCTION OF STATE HIGHWAY ROUTE 50 AND STATE HIGHWAY ROUTE 67 WEST IN THE VILLAGE OF BALLSTON SPA, GO NORTH ON ROUTE 50 FOR 1.1 KM (0.7 MI) TO ITS JUNCTION WITH SOUTH STREET (THE SECOND PAVED ROAD ON THE LEFT BEYOND THE FIREHOUSE). TURN LEFT AND GO WEST ON SOUTH STREET FOR 0.5 KM (0.3 MI) TO A PAVED ROAD RIGHT, DIVISION STREET. TURN RIGHT AND GO NORTH ON DIVISION STREET FOR 0.5 KM (0.3 MI) TO A FIVE WAY INTERSECTION. CONTINUE NORTH ON GREENFIELD AVENUE (COUNTY ROAD 50) FOR 3.2 KM (2.0 MI) TO A PAVED CROSS ROAD, GEYSER ROAD (COUNTY ROAD 43). CONTINUE NORTH ON THE AIRPORT ENTRANCE ROAD FOR 0.3 KM (0.2 MI) TO A PAVED SIDE ROAD RIGHT: THE ENTRANCE TO THE AIRPLANE HANGARS AND TAXIWAYS. BEFORE TURNING RIGHT, CHECK IN WITH THE FACILITY OPERATOR IN THE TERMINAL BUILDING AHEAD. AFTERWARDS, PROCEED ALONG THE ENTRANCE TO THE HANGARS AND TAXIWAY AREAS 0.2 KM (0.1 MI) UNTIL JUST PAST THE TERMINAL ON LEFT. TURN LEFT, AND PASS THROUGH AN AIRPLANE PARKING AREA. BEYOND THIS AREA TURN LEFT ONTO THE TAXIWAY TO RUNWAY 5. PROCEED ALONG THE TAXIWAY 0.6 KM (0.4 MI) TO THE SOUTH END OF RUNWAY 5. CROSS THE RUNWAY ONTO GRASSY AREA BEYOND. TURN RIGHT, AND PROCEED PARALLEL TO RUNWAY FOR 0.5 KM (0.3 MI) TO THE FIRST CROSSING TAXIWAY (TAXIWAY "E" NOT MARKED). TURN LEFT BEFORE CROSSING TAXIWAY "E" AND LOOK FOR WITNESS POST FOR SARATOGA BASELINE STATION 0. THE 0 METER POINT IS A STANDARD NATIONAL GEODETIC SURVEY (NGS) CALIBRATION BASE LINE DISK, STAMPED "0 M 1999", SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 11.2 MT (36.7 FT) SOUTHWEST OF EDGE OF TAXIWAY "E", AND 97.4 MT (319.6 FT) NORTHWEST OF RUNWAY 5 CENTERLINE. THE 150 METER POINT IS A STANDARD NATIONAL GEODETIC SURVEY (NGS) CALIBRATION BASE LINE DISK, STAMPED "150 M 1999", SET IN THE TOP OF ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 6.8 MT (22.3 FT) FROM A CORNER BEND IN CHAIN LINK FENCE AND 90.9 M (298.2 FT) NORTHWEST OF THE CENTERLINE OF RUNWAY 5. THE 430 METER POINT IS A STANDARD NATIONAL GEODETIC SURVEY (NGS) CALIBRATION BASE LINE DISK, STAMPED "430 M 1999", SET IN THE TOP OF ROUND CONCRETE POST FLUSH WITH SURFACE OF THE GROUND. IT IS 12.7 MT (41.7 FT) SOUTHEAST FROM THE CHAIN LINK FENCE, 79.0 MT (259.2 FT) NORTHWEST OF THE CENTERLINE OF RUNWAY 5, AND 273.2 MT (896.3 FT) FROM THE FENCE CORNER NEAR THE 150 M STATION. 1THE 1010 METER POINT IS A STANDARD NATIONAL GEODETIC SURVEY (NGS) CALIBRATION BASE LINE DISK, STAMPED "1010 M 1999", SET IN THE TOP OF ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 331.4 MT (1087 FT) SOUTHWEST FROM THE SOUTHWEST END OF RUNWAY 5 AT CENTERLINE, 63.1 MT (207.0 FT) SOUTH OF A FENCE CORNER, AND 78.4 MT (257.2 FT) NORTH OF ANOTHER FENCE CORNER. USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. FOR INTERVISIBILITY BETWEEN ALL BASE LINE POINTS, SET TRIPODS OVER THE MARKS AT APPROXIMATELY THE FOLLOWING HEIGHTS: 0 METER POINT AT 1.405 M (4.61 FT), 150 METER POINT AT 1.420 M (4.66 FT), 430 METER POINT AT 1.367 M (4.48 FT), AND THE 1010 METER POINT AT 1.428 M (4.68 FT). THE AIRPORT PROPERTY IS ALSO A HABITAT FOR THE ENDANGERED KARNER BLUE BUTTERFLY. CARE MUST BE TAKEN NOT TO DISTURB THE HABITAT, ESPECIALLY THE BLUE LUPINE PLANTS. THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE EASTERN NEW YORK SOCIETY OF LAND SURVEYORS, THE SARATOGA COUNTY DEPARTMENT OF PUBLIC WORKS AND THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION. FOR MORE INFORMATION PLEASE CONTACT THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION, LAND SURVEY SECTION, BUILDING 4, ROOM 214A, 1220 WASHINGTON AVENUE, ALBANY, NEW YORK 12232-0432. PHONE 518-485-1385 OR THE SARATOGA COUNTY DEPARTMENT OF PUBLIC WORKS, MR. THOMAS SPEZIALLE, PHONE 518-885-2235. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N410733 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: VALHALLA NEW YORK ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15483 WESTCHESTER COUNTY LIST OF ADJUSTED DISTANCES (JANUARY 28, 1980) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 146.86 710 132.43 710.0032 710.1498 0.5 0 146.86 860 131.39 860.0140 860.1532 0.7 0 146.86 1190 129.26 1190.0177 1190.1478 1.0 710 132.43 860 131.39 150.0107 150.0143 0.4 710 132.43 1190 129.26 480.0141 480.0246 0.7 860 131.39 1190 129.26 330.0034 330.0102 0.5 DESCRIPTION OF VALHALLA BASE LINE YEAR MEASURED: 1979 CHIEF OF PARTY: CWW THE BASE LINE IS LOCATED 1.6 MILES NORTHEAST OF ELMSFORD, 1.2 MILES SOUTHWEST OF VALHALLA AND 1.2 MILES WEST OF NORTH WHITE PLAINS ALONG THE WESTERN EDGE OF THE WESTCHESTER COMMUNITY COLLEGE CAMPUS. THE 710 METER POINT IS LOCATED ON THE INSIDE OF THE NORTHEAST CORNER OF THE COLLEGE TRACK WHICH IS ON THE WEST SIDE OF THE ROAD BETWEEN THE WEST GRASSLANDS GATE AND THE KNOLLWOOD GATE. IT IS 145.5 FEET SOUTHWEST OF A WATER FOUNTAIN, 100 FEET SOUTH OF REFERENCE MARK NUMBER 1, 41.5 FEET WEST OF REFERENCE MARK NUMBER 2, 23.5 FEET NORTHWEST OF THE CENTER OF A 2 FOOT ROUND STORM DRAIN AND 12 FEET WEST OF THE INSIDE EDGE OF THE TRACK. ALL OF THE MARKS ARE WESTCHESTER-PUTNAM ASSOCIATION OF PROFESSIONAL LAND SURVEYORS DISKS SET IN THE TOP OF 10-INCH ROUND CONCRETE MONUMENTS THAT ARE ABOUT FLUSH WITH THE GROUND. EACH METER POINT HAS TWO REFERENCE MARKS AND ALL OF THE DISKS ARE STAMPED WITH THEIR BASE LINE DESIGNATION AND THE YEAR 1978. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE NORTH END. IT IS MADE UP OF THE 0, 710, 860, AND 1190 METER POINTS WITH A POINT FOR THE CALIBRATION OF 100 FOOT TAPES SET 100 FEET NORTH OF THE 710 METER POINT AND STAMPED RM 1 710 1978. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE WESTCHESTER-PUTNAM ASSOCIATION OF PROFESSIONAL LAND SURVEYORS AND THE WESTCHESTER COMMUNITY COLLEGE. FOR FURTHER INFORMATION CONTACT MR. ROBERT L. KENNGOTT, 54 ASHLAND AVENUE, PLEASANTVILLE, NEW YORK 10570. TELEPHONE 914-769-0709. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N410733 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: VALHALLA CBL NEW YORK ROCKVILLE MD 20852 PROJECT ACCESSION NUMBER: 15483 WESTCHESTER COUNTY NEAREST TOWN: VALHALLA *** NOTE: NOW "ROBERT KENNGOTT CBL" LIST OF ADJUSTED DISTANCES (NOVEMBER 14, 1989) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 0 146.860 710 132.430 710.0061 710.1528 0.5 0 146.860 860 131.388 860.0172 860.1564 0.5 0 146.860 1190 129.255 1190.0206 1190.1508 0.8 710 132.430 860 131.388 150.0110 150.0146 0.1 710 132.430 1190 129.255 480.0141 480.0246 0.5 860 131.388 1190 129.255 330.0031 330.0100 0.5 A TAPE CALIBRATION MONUMENT WAS SET AT 100 FOOT POINT OF THE BASELINE. THE REDUCED MARK TO MARK DISTANCE IS 100.00 FT. DESCRIPTION OF VALHALLA BASE LINE *** NOTE: NOW "ROBERT KENNGOTT CBL" YEAR MEASURED: 1979 YEAR REMEASURED: 1989 CHIEF OF PARTY: LPB THE BASE LINE IS LOCATED 2.6 KM (1.6 MI) NORTHEAST OF ELMSFORD, 1.9 KM (1.2 MI) SOUTHWEST OF VALHALLA, AND 1.9 KM (1.2 MI) WEST OF NORTH WHITE PLAINS, ALONG THE WESTERN EDGE OF THE WESTCHESTER COMMUNITY COLLEGE CAMPUS. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT AT THE NORTH END. THE CBL CONSISTS OF THE 0, 710, 860, AND 1190 METER POINTS WITH A 100-FOOT TAPE CALIBRATION SECTION LOCATED BETWEEN THE 0 AND 710 METER POINTS,AND 30.48 METERS NORTH OF THE 710 METER POINT. ALL MARKS ARE WESTCHESTER-PUTNAM ASSOCIATION OF PROFESSIONAL LAND SURVEYORS DISKS SET IN THE TOP OF 25 CM (10 IN) DIAMETER CONCRETE POSTS. EACH POINT HAS TWO REFERENCE MARKS, ONE OF WHICH IS SET ON LINE AND THE OTHER AT 90 DEGREES TO THE LINE. ALL OF THE DISKS ARE STAMPED WITH THEIR BASE LINE DESIGNATION AND THE YEAR 1978. TO REACH THE BASE LINE FROM THE INTERSECTION OF STATE HIGHWAYS 100, 100A, AND 100C, NORTH OF ELMSFORD, GO EAST ON HIGHWAY 100 FOR 0.6 KM (0.4 MI) TO THE WESTCHESTER COMMUNITY COLLEGE CAMPUS ENTRANCE ON THE RIGHT. TURN RIGHT AND GO SOUTH ON THE PAVED ROAD FOR 0.6 KM (0.4 MI) TO A PAVED ROAD LEFT. TURN LEFT AND GO EAST FOR 0.2 KM (0.1 MI), UPHILL, AND THROUGH TWO PARKING AREAS TO A ROAD RIGHT. TURN RIGHT AND BEAR LEFT AROUND THE CIRCLE FOR 30 METERS TO A PAVED DRIVE RIGHT, MARKED "SERVICE VEHICLES ONLY". TURN RIGHT AND PROCEED DOWNHILL ON THIS DRIVE FOR 80 METERS TO A PAVED DRIVE RIGHT, JUST BEFORE REACHING THE SCIENCE BUILDING. TURN RIGHT AND GO UPHILL ON THE PAVED DRIVE FOR 30 METERS TO A CLEARING ON THE RIGHT, AT THE CREST OF THE HILL. PARK HERE AND PROCEED ON FOOT, BEARING LEFT AND DOWNHILL ON A PATH WHICH PASSES A GREENHOUSE AND GOES INTO THE WOODS TO THE 0 METER POINT. TO REACH THE OTHER CBL POINTS, GO BACK TO THE MAIN ENTRANCE DRIVE. TURN LEFT AND GO SOUTH, THEN EAST FOR 1.4 KM (0.9 MI) TO AN INTERSECTION. TURN RIGHT AND GO SOUTH FOR 0.2 KM (0.1 MI) TO A JOGGING TRACK AND THE 710 METER POINT ON THE RIGHT. CONTINUE AHEAD FOR 0.3 KM (0.2 MI) TO A CLEARING AND THE 860 METER POINT ON THE RIGHT, AT THE SOUTH END OF THE JOGGING TRACK. TURN LEFT AND GO SOUTH (THROUGH A LOCKED GATE) ON THE TRACK ROAD FOR 0.3 KM (0.2 MI) TO THE 1190 METER POINT AT THE END OF THE ROAD. THE 0 METER POINT IS STAMPED "00 STA 1978" AND PROJECTS 10 CM (4 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 26.0 M (85.3 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A GREENHOUSE, AND 5.1 M (16.7 FT) NORTHWEST OF A 61 CM (24 IN) BEECH TREE. THE 710 METER POINT IS STAMPED "710 STA 1978" AND IS LOCATED JUST SOUTH OF THE INSIDE OF THE NORTHEAST CORNER OF THE JOGGING TRACK, FLUSH WITH THE GROUND. IT IS 44.3 M (145.5 FT) SOUTHEAST OF A CONCRETE WATER FOUNTAIN, AND 14.9 M (48.9 FT) WEST OF A NARROW GATEWAY IN A CHAIN LINK FENCE. 1THE 860 METER POINT IS STAMPED "860 STA 1978" AND IS LOCATED 13.7 M (44.9 FT) NORTH OF THE NORTH EDGE OF THE ROAD, 5.0 M (16.4 FT) EAST OF RM2 860, 3.7 M (12.1 FT) SOUTH OF A NARROW GATEWAY IN A CHAIN LINK FENCE, 2.9 M (9.5 FT) NORTH OF THE NORTH EDGE OF A BOULDER, AND FLUSH WITH THE GROUND. THE 1190 METER POINT IS FLUSH WITH THE GROUND, STAMPED "1190 STA 1978", AND IS LOCATED AT THE END OF A TRACK ROAD, 5.0 M (16.4FT) SOUTH OF RM1 1190 1978, AND ON THE NORTH SIDE OF A FOUR-TRUNK TREE. THE 100 FOOT TAPING STATION IS STAMPED "RM 1 710 1978" AND IS LOCATED 30.48 M (100 FT) NORTH OF THE 710 METER POINT, 5.1 M (16.7 FT) SOUTHWEST OF A CHAIN LINK FENCE, 4.0 M (13.1 FT) NORTHEAST OF THE NORTHEAST EDGE OF THE JOGGING TRACK, AND IS FLUSH WITH THE GROUND. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. USE EXTREME CAUTION ON THE ROAD NEAR THE 860 METER POINT. TRAFFIC HAS LIMITED SIGHT DUE TO THE ROAD CURVATURE!!! ALSO, TAKE CARE NOT TO CONFUSE THE 1190 METER POINT WITH THE RM 1 WHICH HAS THREE, STEEL WITNESS POSTS. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE WESTCHESTER-PUTNAM ASSOCIATION OF PROFESSIONAL LAND SURVEYORS AND THE WESTCHESTER COMMUNITY COLLEGE. FOR FURTHER INFORMATION CONTACT MR. ROBERT L. KENNGOTT, 8 HIGHVIEW TERRACE, PLEASANTVILLE, NEW YORK 10570. TELEPHONE (914) 769-0709.