HomeMy WebLinkAboutZ-6781-B Map 3SCALE: 1"=10'
FND Wi N 89'15'00" E CAP �
100.00' (D)
N 89,14'14" E
100.15' (M)
10018.44 SO FT
0.23 ACRES
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FND REBAR S 89'15'00" W
W/ CACAP 100.00' (D)
S 89.15'00" W
100.03' (M)
C A.LL
BEFORE
YOU DIG ......
1-800-482-8998
"ARKANSAS ONE CALL"
NUMBER
DIRECTION
DISTANCE
L1
N 00'45'03" W
5.00'
S 89.15'00" W
311.47'
FND
WS/cP��
SERVICES LIST:
1. TELEPHONE ...........................SOUTHWESTERN BELL TELEPHONE
#1 SHACKLEFORD
LITTLE ROCK, ARKANSAS
1-800-270-3850
2. ELECTRIC............................ENTERGY
900 S. LOUISIANA
LITTLE ROCK, ARKANSAS
(501) 372-3900
�,� _ OLONf` GCENN R
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ALPINE LANE
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FAIRISH PROP. I I
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�\ I WE 1/4 NE 1/4
SECTION 23
i� T -1-N, R -14-W
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# UTILITY EASEMENT
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DESCRIPTION:
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THAT PART OF THE NE 1/4 OF THE NE 1/4, SECTION
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CRYSTAL VALLEY RD.
FND
TAKE 1-430 SOUTH TO COLONEL GLENN ROAD EXIT. GO WEST ON COLONEL
GLENN ROAD TO ALPINE
W/ CAR
APPROX. 950 FEET SOUTH AND 330 FEET WEST OF THE END OF THE ROAD.
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�l 89' 1s' " E V
100.00' (D)/W5 ES
AR
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N 89'14'14" E '
100.15' (M)
10018.44 SO FT
0.23 ACRES
FENCE
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SITE DESCRIPTION:
THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 1
NORTH, RANGE 14 WEST, PULASKI COUNTY, AREANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER,
THENCE S 89'15'00" W 337.76 FEET ALONG THE SOUTH LINE THEREOF; THENCE N 00'45'00" W 5.00 FEET
TO THE POINT OF BEGINNING; THENCE S 89'15`00" W 100.00 FEET; THENCE N 00.45'00" W 100.00 FEET;
THENCE N 89.15'00' E 100.00 FEET; THENCE S 00045'00" E 100.00 FEET TO THE POINT OF BEGINNING,
CONTAINING 0.23 ACRES.
ALSO AN EASEMENT FOR INGRESS/EGRESS AND UTILITY PURPOSES, SAID EASEMENT BEING 20 FEET WIDE,
LYING 10 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE; COMMENCING AT THE SOUTHEAST
CORNER OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER, THENCE S 89.15'00" W 337.76 FEET
ALONG THE SOUTH LINE THEREOF; THENCE N 00'45'03" W 18.06 FEET TO THE POINT OF BEGINNING; THENCE
S 87'49'31" E 70.76 FEET; THENCE N 89'42.09" E 101.97 FEET; THENCE N 88'54'00" E 113.33 FEET TO
A CURVE TO THE LEFT; THE RADIUS POINT OF SAID CURVE BEING N 00'38'40" W 42.21 FEET; THENCE
NORTHWESTERLY ALONG SAID CURVE 66.16 FEET (CHORD: N 44'27'12" E 59.59 FEET); THENCE N 01'01'32"
W 1523.61 FEET TO THE SOUTH LINE OF ALPINE LANE, AND THE POINT OF TERMINATION OF SAID EASEMENT.
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VICINITY MAP (LTRO86A) LAWSON
LANDLORD'S
C�
DESCRIPTION:
N 44'27'12" E 166.16
159.59
THAT PART OF THE NE 1/4 OF THE NE 1/4, SECTION
23,
T -1-N, R -14-W, PULASKI COUNTY, ARKANSAS.
THIS
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SITE DESCRIPTION:
THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 1
NORTH, RANGE 14 WEST, PULASKI COUNTY, AREANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER,
THENCE S 89'15'00" W 337.76 FEET ALONG THE SOUTH LINE THEREOF; THENCE N 00'45'00" W 5.00 FEET
TO THE POINT OF BEGINNING; THENCE S 89'15`00" W 100.00 FEET; THENCE N 00.45'00" W 100.00 FEET;
THENCE N 89.15'00' E 100.00 FEET; THENCE S 00045'00" E 100.00 FEET TO THE POINT OF BEGINNING,
CONTAINING 0.23 ACRES.
ALSO AN EASEMENT FOR INGRESS/EGRESS AND UTILITY PURPOSES, SAID EASEMENT BEING 20 FEET WIDE,
LYING 10 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE; COMMENCING AT THE SOUTHEAST
CORNER OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER, THENCE S 89.15'00" W 337.76 FEET
ALONG THE SOUTH LINE THEREOF; THENCE N 00'45'03" W 18.06 FEET TO THE POINT OF BEGINNING; THENCE
S 87'49'31" E 70.76 FEET; THENCE N 89'42.09" E 101.97 FEET; THENCE N 88'54'00" E 113.33 FEET TO
A CURVE TO THE LEFT; THE RADIUS POINT OF SAID CURVE BEING N 00'38'40" W 42.21 FEET; THENCE
NORTHWESTERLY ALONG SAID CURVE 66.16 FEET (CHORD: N 44'27'12" E 59.59 FEET); THENCE N 01'01'32"
W 1523.61 FEET TO THE SOUTH LINE OF ALPINE LANE, AND THE POINT OF TERMINATION OF SAID EASEMENT.
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VICINITY MAP (LTRO86A) LAWSON
ROAD SITE
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30 15 0 30
-- ----
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S 69.15'00" W-�`9'YS`0 '• W 101.97- - - - - '-�-- - _ 'S4•t1Q•'---
100.00' (D) 700.03' M) _1
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_x-=---x�-_-_ FENCE
S 89.15'00" W._Z.Z'=_-._'"-*----+�--------r--x--.:-- +c----•
649.23' /
(BASIS OF BEARING) \
SE CORNER
REBM
fOdlue Length Chord NE 1/4 HE 1/4
SECTION 23
T -1-N, R -14-W
NUMBER
Delta-
VICINITY MAP (LTRO86A) LAWSON
ROAD SITE
C�
89'48'96"
N 44'27'12" E 166.16
159.59
THIS
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CRYSTAL VALLEY RD.
SITE DIRECTIONS
TAKE 1-430 SOUTH TO COLONEL GLENN ROAD EXIT. GO WEST ON COLONEL
GLENN ROAD TO ALPINE
LANE. TURN LEFT (SOUTH) ONTO ALPINE LANE AND GO ALL THE WAY TO THE END OF ROAD. SITE IS
APPROX. 950 FEET SOUTH AND 330 FEET WEST OF THE END OF THE ROAD.
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30 15 0 30
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S 69.15'00" W-�`9'YS`0 '• W 101.97- - - - - '-�-- - _ 'S4•t1Q•'---
100.00' (D) 700.03' M) _1
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_x-=---x�-_-_ FENCE
S 89.15'00" W._Z.Z'=_-._'"-*----+�--------r--x--.:-- +c----•
649.23' /
(BASIS OF BEARING) \
SE CORNER
REBM
fOdlue Length Chord NE 1/4 HE 1/4
SECTION 23
T -1-N, R -14-W
NUMBER
Delta-
Chord
C1
89'48'96"
N 44'27'12" E 166.16
159.59
SITE COORDINATES: LAWSON ROAD SITE LTR086A
DATUM: NAD -83
CENTER OF SITE 34'42'45.65967" NORTH LATITUDE
92027'58.95601" WEST LONGITUDE
538.79' (GROUND) NGVD 1929
DATUM: NAD -83
NORTHWEST CORNER OF SITE 34.42'46.16753" NORTH LATITUDE
92027'59.53895" WEST LONGITUDE
531.82' NGVD 1929
DATUM; NAD -83
NORTHEAST CORNER OF SITE 34'42'46.14050" NORTH LATITUDE
92027'58.33982" WEST LONGITUDE
523.27' NGVD 1929
DATUM: NAD -83
34'42'45.15075" NORTH LATITUDE
SOUTHEAST CORNER OF SITE 92.27'58.37278" WEST LONGITUDE
54-7.37' "1GVD 1929
DATUM: NAD -83
SOUTHWEST CORNER OF SITE 34.42'45.17797" NORTH LATITUDE
92027'59.57040" WEST LONGITUDE
552.58' NGVD 1929
1 HEREBY CERTIFY TO TELECORP, PCS, Inc., THAT THE LATITUDE, LONGITUDE,
AND ELEVATIONS SHOWN HEREON WERE DETERMINED FROM AN ACTUAL
SURVEY PERFORMED ON THE GROUND BY ME OR BY OTHERS
UNDER MY DIRECT SUPERVISION AND THAT THE SAME ARE WITHIN THE
FOLLOWING F.C.C. 2-C" TOLERANCES: HORIZONTAL- PLUS OR MINUS
50 FEET; VERTICAL.- PLUS OR MINUS 20 FEET.
NOTE:
LATITUDE AND LONGITUDE ARE BASED ON THE NORTH AMERICAN DATUM
OF 1983 (NAD 83).
ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM
OF 1929 (NGVD 1929).
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'STATS OF
AR&1NSAS'
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1,1,11111, 11\Y
SURVEY PLAT
OF:
LAWSON ROAD SITE (LTR086A)
HOPE ENGINEERS, Inc.
406 W. South Street
�1Nti Benton, Arkansas 72015
(501) 315-0786 FAX (501) 315-0"700
FOR USE AND BENEFIT OF:
TELECORP, PCS, Inc.
FACTUAL SURVEY
LAWSON ROAD SITE (LTR086A)
LEGEND
®
-Computed point ALPINE LANE
p p LITTLE ROCK, ARKANSAS
• -Found iron pin
O -Set /5 R8/Plas. Cap
* -Set 15 Rb/Alum. Cap DATE: JULY 30, 2000 C.A.D. BY: J. WEST REVISED: 10-5-00
(D) -Deeded SCALE: 1"=30' DRAIMG NUMBER: 00-831 SHEET 1 OF 1
((M)) -pleasured
P --Platted 7�-1-1-r
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IAY 14 2001