HomeMy WebLinkAboutZ-6157 Map 3Irk I
87'51'56"
R = 50 00'
A = 98'40'00"
R = 50.00'
L = 86.10'
N 19'50'00"E
75.85'(CHD)
LEGEND
L = 76 68'
S66'54'02"E
69.38'(CHD)
TRACT L
6.505 ACRES
(283,372 S.F.)
= 09'44'00"
A = 03'12'04"
/'�'R = 894.93'
�L = 50.00'
S21'22.'02"E
0 49.99'(CHD)
A
r
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� AP l� (r •
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\ Z�1 G3t C]
m
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s, R = 984 93O \ \, o \CL^,
W. L = 167.32* ZE`� RSH
` H y2 `\" '
P NO N POINT OF BEGIrJ^J
Svo� ONOJE G0. 10 2 4 ' `FOUND 112" RFHn
c
FOUND 1/2" REBAR
PROPERTY LINE
CURB & GUTTER
UNDERGROUND TELEPHONE
BACK TO BACK OF CURB
B -B
TREE
0
FOUND 1/2" REBAR
O
SET 1/2" REBAR
MEASURED BEARINGS
(M)
AND DISTANCES
PLATTED BEARINGS
(P)_
AND DISTANCES
LAND DESCRIPTION
A TRACT OF LAND SITUATED IN THE SOUTHEAST 1/4 SOUIHEAST 1/4 OF SECTION 29,
TOWNDi1P 2 NORTH, RANGE 12 WEST, CITY OF LITTLE PO1:K, PULASKI COUNTY,
ARKANSAS, BEING MORE PAPTICULARL)' DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 SOUTHWEST
1/4 OF SECTION 33, TOWNSHIP 2 NORTH, RANGE 1" WES1, THENCE NOl' 35'E,
464.00 FEET TO THE SOUTH LINE OF THE RIVERDALE ADDITION TO CITY OF LITTLE
ROCK, THENCE ALONG SAID SOUTH LINE OF THE RIVERDALE ADDITION,
N88'4"W, 48319 FEET TO A POINT ON THE CENTERLINE OF PIvERFRONT DRIVE (120 FOOT R/W),
THENCE ALONG SAID CENTER LINE OF RIVERFRONT DRIVE tJ19'464, 3,996 35
FEET, THENCE S70'14 W, 60.00 FEET TO A FOUND 1/2" REBAR AT THE NORTHEAST
CORNER OF LOT L-IC(R) AS RECORDED IN PLAT BOt)K C, PAGE 860, CIRCUIT CLERK'S
OFFICE, PULASKI COUNTY, ARKANSAS, BEING THE POINT OF BEGINNING. THENCE
CONTIrJUE S70'14'W, ALONG THE NORTH LINE OF SAIL) LOT L 1C(R) AND LOT L-IE(R), 369.99
FEET T-, A FOUND 1/2" REBAR AT THE NORTHWEST CORNER OF LOT L-lE(R); THENCE
FJ19'4E:'W', ALONG THE EAST RIGHT-OF-WAY" LINE OF BROORW000 DRIVE (60'
RI(;N1 OF -WAY), 121 72 FEET, THENCE CONTINUING ALONG SAID EAST RIGHT-OF-WAY
LINE ALONG A TANGENT CURVE TO THE LEFT, HAVIt;G A 984 93 FOOT RADIUS
AND A CHORD BLARING AND DISTANCE OF N24'38'00"w, 16712 FEET FOR A
DISTANCE OF 167.32 FEET, 1HENCE CONTINUING ALONt, AID EAST RIGHT-OF-WAY
LINE, N29'30'W, 365 57 FEET, THENCE ALONG A TANfkNT ('URVE TO THE RIGHT,
EIAVIN,, A 50 FOOT RADIUS, AND A CHC+RD BEARING, AND DISTANCE OF
N19,50'E, 1585 FEET, FOR A DISTANCE OF 86.10 FEET TC TiiE SOUTH RIGHT-OF---WA'i
LINE i!F TURILE CREEK LANE (60' PI(HT-OF-WAY), THENCE N69'10'E,
ALONG, SAID SOUTH RICHT-DF-WAY LINE, 345.43 FELT, THENCE ALONG A TANGENT
CURVE TO THE RIGHT, HAVING A 50 FOOT RADIUS, AND lT CHORD BEARING AND
DISTANCE OF S66'54'021. b9 38 FEET, FOR A DISTANCE JF 76 68 FEET, THENCE
ALONt, 'HE WEST RI+,HT-0f WAY LINF OF SAID RIVERFROW DRIVE, ALONG
A TANGENT CURVE T•_y THE RIGHT, HAVING A 894.93 FOOT RADIUS, AND A
CHOFI' BEARING AND DISTANCE OF `��1'22'():"E, 4999 FEET, FOR A DISTANCE
OF 5(' 00 FEET, IHENCE CONTINUING ALONG, SAID WEST RIJ;t+T-OF- WAY,
Sl�j'41 'E. 616 25 FEE T TO THE POINT OF BEGINNING, SAIL) TRACT Of: LAND
CONTAINING 6 505 ACRES (:83,372 S F ) ACRES, MORE nP LESS
—
F PR1E5 QERt a91Y1�
9
3e
o(s<P) \115_1 0
0
6 1 jp PERj O��NE \�.
OF PRO
TRACT L--1
\ RIVERDALE ADDITION
d \ D A
FOUND 1/2" REBAR
SCALE: 1" = 100'
100 50 0 100 200. 300
HASIS OF BEARINGS AS SHOWN ON A Pf AT RECORDED
ON PLAT BOOK C, PAGE 860, PREPARED BY CARVER + GARVER
DATED AUGUST 1989.
CQF_NJLRAL NOTES_
y` sj, Re i stered _ i =,n veyor No. 979, hereby ter til
-w f f. IT ver ++,,irver, P A jr,,jor my direatnun has performed a
r the prOFerly deC be• Y `,neon, and that this plat iS an
the Survey results
rn P Yiait c..u. 1 "n_
i x1
r
'A
NE' t
1:
I
1. EASEMENT RESEARCH WAS PREFORMED BY BEACH ABSTea
2. UNLESS SPECIFICALLY STATED OR SHOWN, $URVET DOLS
LOCATE OR DELINEATE: BUILDING SETBACK. ZONIrI', R[(IC' '
RESTRICTIONS, OR OTHER ITEMS WHICH MAY At FE;_ I DLV, c
THOUGH THEY MAY EXIST. NO STATEMENT IS MADE. CONN Er:'J
SUBSURFACE CONDITIONS, OR THE EXISTENCE OF t;NCLf•
LINES OR THERE APPURTENANCES.
3. FOR USE AND BENEFIT OF. REBSAMEN INSURANCE COMP.A*4
4. NO IMPROVEMENTS OR ENCROACHMENTS WERE FOi."JD Cr:
EXCEPT AS SHOWN, AT THE TIME OF THE SURVF i
5. A RIGHT-OF-WAY IN FAVOR OF A P &L RECOR(:EG IN I1!,'.
COULD NOT BE PLOTTED ON THIS DRAWING THERE WAS r.
FOUND INDICATING A ftWF.R LINE CROSSING THE ")URVE`i,
„vnuYn,,
,``���}SiER��
• STATEOr
J ARKANSAS
NO 979
W
/ 1.0...06 C;�
, *4L L0
""rurY 111T+"`
REVISIONS
REBSAVI_N INSURANCE COMPANY
�r
PPR jDATE
ITTLE ROCK ARKANSAS
BOUNDARY SURVEY
UNPLATTED TRACT L
IN THE RIVERDALE ADDITION
C`,'c:,;NED BY. WHS -
uF .1N4 B) 'WPHS
rr,r=wru-l;i ----- -
MHS
' FEBRUARY 199E
Garver+Garver
Engineers pn0 PWnners
L,ttle Rr O. A,konsOe
--
1'•=1(IQJ'• '
94 -2D00
SHEET NO
1 of