HomeMy WebLinkAboutS-1378 Map 2NOTES:
1. LOT 1 BRANC❑ ADDITION LEASED
ADDITIONAL PARKING.
2. PROPERTY IS CURRENTLY ZONED: I-2.
obtain of, show data concerning existence, size, depth,
condition, capacity, or location of any utility or
municipal/public facility, except as shown. For information
regarding these utilities or facilities, please contact the
appropriate agencies or other surveys.
Reference Documents:
1. Survey: Brooks & Curry Inc. Dated 1-22-86.
2, Survey: Lot 3A Bransco Addition
H. S. E. Huey G.
Jerry M. Madison PLS #844.
3. Bagley: Branco Addition & Enmar Subdivision.
LEGAL DESCRIPTION: (AS SHOWN ON SURVEY BY BROOKS AND CURRY INC., DATED: 1-22-86)
PART OF THE NW 1/4 NE 1/4, SECTION 36, T-1-N, R-13-W, PULASKI COUNTY, ARKANSAS, MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING 20' SOUTH OF THE NORTHEAST CORNER OF THE SAID NW 1/4 NE 1/4, THENCE WEST ALONG
THE SOUTH LINE OF FORBING ROAD 306.1' TO THE EAST RIGHT-OF-WAY LINE OF ENMAR DRIVE; THENCE
SOUTH ALONG THE EAST RIGHT-OF-WAY LINE 301.8'; THENCE EAST 306,1; THENCE NORTH ALONG THE SAID
EAST LINE OF THE NW 1/4, NE 1/4 301.8' TO THE POINT OF BEGINNING, LESS AND EXCEPT PART OF THE
NW 1/4, NE 1/4 SECTION 36, T-1-N, R-13-W, LITTLE ROCK, ARKANSAS, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 20' SOUTH OF THE NORTHEAST CORNER OF THE NW 1/4,
NE 1/4, SECTION 36; THENCE CONTINUING SOUTH 8.0' TO A POINT ON A CURVE OF AN 8032.95' RADIUS
CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF S 89.07' W 122.77'; THENCE ON THE
ARC OF SAID CURVE, 122.7' TO THE POINT OF TANGENCY AND THE POINT OF CURVATURE OF A 4533.62'
aamnc CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF N 89*00' W 151.06' THENCE
THE ARC OF SAID CURVE 151.06' TO THE POINT OF REVERSED CURVATURE OF A 4473,62, RADIUS
TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF N 87'37' W 32.34'; THENCE ON THE
dD CURVE 32.34' TO THE EAST RIGHT-OF-WAY LINE OF ENMAR DRIVE; THENCE NORTH 6,17' ON
IGHT-OF-WAY LINE TO FORBING ROAD; THENCE EAST AND ON SAID SOUTH RIGHT-OF-WAY LINE OF
G ROAD 306.1' TO THE POINT OF BEGINNING, AND IN ADDITION THE NORTH 321.8' OF THE WEST 5
OF THE NE 1/4 NE 1/4 SECTION 36, T-1-N, R-13-W, EXCEPT THE EAST 150' THEREOF AND EXCEPT
ART TAKEN FOR STREET RIGHT-OF-WAY, CONTAINING 2.15 ACRES MORE OR LESS,
DESCRIPTION: (AS SURVEYED)
IF THE NORTHEAST QUARTER (NE 1/4), SECTION 36, TOWNSHIP ONE NORTH (T-1-N), RANGE
EN WEST (R-13-W), PULASKI COUNTY, LITTLE ROCK, ARKANSAS, MORE PARTICULARLY DESCRIBED AS:
ICING AT THE NE CORNER OF THE NW 1/4 NE 1/4i THENCE S 00°03'34' W 28.00 FEET TO A POINT
SOUTH RIGHT-OF-WAY (R/W) OF FORBING ROAD, SAID POINT BEING THE POINT OF BEGINNING;
: IN A WESTERLY DIRECTION ALONG SAID SOUTH R/W, ON A CURVE TO THE RIGHT 122.78 FEET;
URVE HAVING A RADIUS OF 8023.92 FEET, A CHORD BEARING AND DISTANCE OF S 89'11'38' W
FEET; THENCE CONTINUE IN A WESTERLY DIRECTION ALONG SAID SOUTH R/W, ON A CURVE TO THE
151.07 FEET, SAID CURVE HAVING A RADIUS OF 4533.62 FEET, A CHORD BEARING AND DISTANCE OF
5'22' W 151,06 FEET; THENCE CONTINUE IN A WESTERLY DIRECTION ALONG SAID SOUTH R/W, ON A
TO THE LEFT 32.34 FEET TO THE EAST R/W (50') OF ENMAR DRIVE, SAID CURVE HAVING A
OF 4473.62 FEET, A CHORD BEARING AND DISTANCE OF N 87°32'22' W 32.34 FEET; THENCE S
5' W ALONG THE EAST R/W OF ENMAR DRIVE 295.63 FEET; THENCE N 89.19'38' E 320.10 FEET;
: N 00005'20' E 289,69 FEET TO THE SOUTH R/W OF FORBING ROAD; THENCE IN A WESTERLY
ION ALONG SAID SOUTH R/W, ON A CURVE TO THE RIGHT 14.02 FEET, SAID CURVE HAVING A
OF 8023.92 FEET, A CHORD BEARING AND DISTANCE OF S 88'42'12' W 14.02 FEET, TO THE POINT
TINNING, CONTAINING 2.14 ACRES, MORE OR LESS.
'ICATION
S TO CERTIFY THAT THE ABOVE DESCRIBED LAND HAS BEEN SURVEYED. THE CORNERS ARE
D AS SHOWN AND ARE IN ACCORDANCE WITH EXISTING MONUMENTS IN THE VICINITY. THIS
'ICATION IS FOR AND LIMITED TO THE PARTIES SHOWN HEREON,
03-19-20
1' = 40'
FORBING ROAD, LITTLE ROCK, ARKANSAS 72209W WILLIAM GRAHAM JR„ INC.
HE USE AND BENEFIT OF: CONSULTING ENGINEERS AND LAND SURVEYORS
H EDUCATION -CORP.—--------- _
CHARLES T. WASSON
REGISTERED LAND SURVEYOR
ARKANSAS CERTIFICATE #676
:P(F)
40 20 0 40
Scale, V-40'
500-01 N-13 W-0-3 6-140-60-0676