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LB 4644 S 89W46" W 425.00'
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LB 4644
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PARCEL_ A:
PARCEL C:
100- INGRESS / EGRESS EASEMENT
15' WIDE MAINTENANCE EASEMENT
FLEMING GRANT THAT CERTAIN PARCEL LYING IN SECTION 29 DESCRIBED
FLEMING GRANT THAT CERTAIN PARCEL LYING IN SECTION 29 DESCRIBED
AS FOLLOWS: BEGINNING AT THE MOST WESTERLY CORNER OF SAID
AS FOLLOWS: BEGINNING AT THE MOST WESTERLY CORNER OF SAID
SECTION 29, RUN S 44*21*28" E A DISTANCE OF 818.81 FEET ON
SECTION 29, RUN S 44'21'28" E A DISTANCE OF 818.81 FEET ON
SOUTHWEST BOUNDARY OF SECTION 29 TO CENTERLINE OF ROSELAND
SOUTHWEST BOUNDARY OF SECTION 29 TO CENTERLINE OF ROSELAND
ROAD, THENCE N 04'48'59' W A DISTANCE OF 514.65 FEET ON SAID
ROAD, THENCE N 04'48'59" W A DISTANCE OF 514.65 FEET ON SAID
CENTERLINE, THENCE N 89*50*46" E A DISTANCE OF 644.46 FEET,
CENTERLINE, THENCE N 89'50'46" E A DISTANCE OF 644.46 FEET, -
THENCE N 00'09'14" W A DISTANCE OF 849.00 FEET TO THE POINT
THENCE N 00'09'14" W A DISTANCE OF 849,00 FEET; THENCE N
OF BEGINNING; THENCE S 89'50'46" W A DISTANCE OF 100.00
89'50'46" E A DISTANCE OF 425.00 FEET; THENCE N 00'09'14" W
FEET; THENCE N 00'09'14" W A DISTANCE OF 307.00 FEET; THENCE
A DISTANCE OF 143.64 FEET TO THE POINT OF BEGINNING; THENCE S
N 89'50'46" E A DISTANCE OF 100.00 FEET; THENCE S 00'09'14"
89'50'46" W A DISTANCE OF 200.96 FEET; THENCE N 00'09'14" W
E A DISTANCE OF 307.00 FEET TO THE POINT OF BEGINNING.
A DISTANCE OF 15.00 FEET; THENCE N 89'50'46" E A DISTANCE OF
200.96 FEET; THENCE S 00'09'14" E A DISTANCE OF 15.00 FEET TO
THE TRUE POINT OF BEGINNING.
PARCEL B:
CONTAINING 3,014 SQUARE FEET.
MAINTENANCE EASEMENT
FLEMING GRANT THAT CERTAIN PARCEL LYING IN SECTION 2.9 DESCRIBED
LEGAL DESCRIPTION
AS FOLLOWS: BEGINNING AT THE MOST WESTERLY CORNER OF SAID
SECTION 29, RUN S 44'21'28" E A DISTANCE OF 818.81 FEET ON
FLEMING GRANT THAT CERTAIN PARCEL LYING IN SECTION 29 DESCRIBED
SOUTHWEST BOUNDARY OF SECTION 29 TO CENTERLINE OF ROSELAND
AS FOLLOWS: BEGINNING AT THE MOST WESTERLY CORNER OF SAID
ROAD, THENCE N 04'48'59" W A DISTANCE OF 514.65 FEET ON SAID
SECTION 29, RUN SOUTH 44 DEGREES 21 MINUTES 28 SECONDS EAST
CENTERLINE, THENCE N 89'50'46" E A DISTANCE OF 644.46 FEET,
818.81 FEET ON SOUTHWEST BOUNDARY OF SECTION 29 TO CENTERLINE
THENCE N 00'09'14" W A DISTANCE OF 849.00 FEET; THENCE N
OF ROSELAND ROAD, THENCE NORTH 04 DEGREES 48 MINUTES 59 SECONDS
00'09'14" W A DISTANCE OF 92.11 FEET TO THE POINT OF
BEGINNING; THENCE N 00'09'14" W A DISTANCE OF 79.60 FEET;
WEST 514.65 FEET ON SAID=CENTERLINE, THENCE NORTH 89 DEGREES 50
THENCE N 72 824'54" E A DISTANCE OF 87.62 FEET, THENCE S
MINUTES 46 SECONDS EAST 644.46 FEET, THENCE NORTH 00 DEGREES 09
86*39*37" E A DISTANCE OF 94,64 FEET; THENCE S 69'44'03" E
MINUTES 14 SECONDS WEST 849.00 FEET TO TRUE POINT OF BEGINNING,
A DISTANCE OF 49,06 FEET; THENCE S 00*09*14" E A DISTANCE OF
THENCE NORTH 89 DEGREES 50 MINUTES 46 SECONDS EAST 425.00 FEET
62.21 FEET; THENCE S 78*20*32" W A DISTANCE OF 49.58 FEET;
TO A POINT WHICH LIES 75.00 FEET WEST OF THE CENTERLINE OF AN
THENCE N 81'41'01" W A DISTANCE OF 95.75 FEET; THENCE S
EXISTING AIRPORT TAXIWAY, THENCE NORTH 00 DEGREES 09 MINUTES 14
72*40'02" W A DISTANCE OF 84.52 FEET TO THE TRUE POINT OF
SECONDS WEST 407.00 FEET, THENCE SOUTH 89 DEGREES 50 MINUTES 46
BEGINNING.
SECONDS WEST 425.00 FEET, THENCE SOUTH 00 DEGREES 09 MINUTES 14
SECONDS EAST 407.00 FEET TO TRUE POINT OF BEGINNING.
CONTAINING 18,213 SQUARE FEET.
CONTAINS 3.97 ACRES MORE OR LESS
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FD CM
' ,NER.At. NOTES:
• THE FIELD SURVEY ESTABLISHMENT OF HORIZONTAL CONTROL THROUGH
THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER, CLASS II
FD CM PROCEDURES, AS OUTLINED IN THE FEDERAL GEODETIC CONTROL
COMMITTEE'S 'CLASSIFICATION. STANDARDS OF ACCURACY AND GENERAL
SPECIFICATIONS OF GEODETIC CONTROL SURVEYS. `DATED FEBRUARY 1974.
*THE FIELD SURVEY ESTABLISHMENT OF VERTICAL CONTROL THROUGH THE
SITE CONFORMS TO THE DICTATES OF THIRD ORDER PROCEDURES, AS
OUTLINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE'S "CLASSIFICATION,
STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS OF GEODETIC
CONTROL SURVEYS, DATED FEBRUARY 1974'.
• THE LAST DATE OF FIELD WORK: 6-23-93
• THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS:
THE SOUTH LINE OF THE ABOVE SURVEY BEING N 89'50'46" E.
• NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY
AND\OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS
SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED.
*THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE
NATIONAL GEODETIC VERTICAL DATUM OF 1929.
• THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY
FD CM FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT
AS SHOWN.
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