HomeMy WebLinkAboutS-0057-V Map 3CA
SET CONCRETE
MONUMENT
L E G E N D
t'•..:;°•. FUTURE TRACTS
® PREVIOUSLY PLATTE- -- "--
THIS PLAT
S80°04'20"
Chord N(o5° 05'0(0"E,14,
Ai' 950 57'48" R= 50,00'
L = 63, W
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CERTIFICATE OF RECORDING
THIS DOCUMENT NO. FILED FOR RECORD IN PLAT ROOK
PAGE . FOR RILL OF ASSURANCE SEE DOC. NO.
r,IRCU'1T CLERK
ARKANSAS RIVE
MACI C.
MEN
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--J f'i;a.: .
RF/T
III V E R F R/0 N N / T D R I V E
RAC�T OJ( RAr
- r1 9 fT
ordinary Ni9hNater Line on the
ank of +he Qrkorlsas River
-2
RP ac �
�1 1pkPd+S�P.(0 923
P�P,\ d �00
pee
S25°14' 00"W
5a,48t
Access Easement for ,
Ingress And Egress +0
Chord SOI° 19' 54" E , 31,(02'
A = 36115V IZ" R = S0.00'
L = 32.18'
(4_� 50' San4ary Sewer EGtsernen+
Imo- I 51904(o'00"E ,570,001 Traci E-2
10,
- 20' Drainage And u+ilRy Easemen+
U4iIi+y Easernen
C d S 88° 21' 00" E 18 2(O'
0
NAME AND ADDRESS OF OWNER
MARION BURTON, AGENT
2100 RIVERFRONT DRIVE
SUITE 200
LITTLE ROCK. ARKANSAS 72202
CONCRETE
MONUMENT ,
ONCRETE ---.L
ONUMENT
POINT OF
COMMENCEMENT
SE CORNER NW I/4, SW I/4
SEC.33. T2 N . R 12 W
N 01°35' E
46 4.0'
1
% RIVE
,y, S �-�
��°P A RK_ANSA�-- --
F 1.P ��-- 525° 13 40 0E
5250 5(0 40 E 24"1,13' J
192,421 a, O
(� vE Wo
Pin �FOLII 1di
� ev ee
iv (LIP,
N I
1Q' u1 i li+L' � S
,9 I Ease�ne Z%
I R=2 \
w Easemen+ `V,
5p°,500�0 OaoCh310`z
o r- --.+_10 �a-nger_r`Sgyer
sem
30 50 n1_ -
\ $&
' 2 as - -
4 201,E �+ 25'
L ( _ Spy, arV 5_
50E -ement
- -CIO U4iltty
QS r20'Droinoge.
Nt�4`010D0o w And U+I I4 I
a o I 40. hord S47°44'00"W,37.12' EOSe,rrer I
I A = 450 00'00 ", R = 48,50'
10 Ls --- B609' N 19"Al o'00" W — — _ _ _ _ I
oF.I.P. b 570°14'00"WIFS,CCV------ =-
° g ° Chord 550"48'4U WA-711 ► y
1' °o a5(o°15'48", R=50,00' 1
A= 420 50'00" , R = 25,00 v u+i l i iy - - g L = ,4210' 51 U+i )i+ I O
EasemerrF Chord 5 (02° 14' W, 81,42' Etasernen Z
L= 18.09 0 I` o= 1(0°00'00" R=292,50' 1 O
c' Chord N(a2°14'00"E 103,C681I I �9N Q 1 L = 81,(08'
a 0=1(0 aocro R=372.50 � ao TRACT F c ^'il ►' 3
L ° 104,02 I 1°°` r� IIpo.B► trey tui to rn a
m� 1rRPCr 25' Building y 25, Bwilding Setback a O I r
1 Setback Chord 5(cI° 34'03"W , 95,10' a Q j
N� ,� P �.p'` 0=)4°40'05",R=372.50 Inv -I z
.-J Chord N 01004 23 E ,10910 - �, D 1 N (n O v
p = 13°40'45", R=292,50 1g, - - L= 95,3(0 dl m
S' Llti I iiy Easement L = (09, 65' n m Chord 1J(60° 24'40" W, (05,14'
Chord N25°)4'06"E,7C).71' 0Q 6 = 81° 17' 20" , R` 50,00 °
�.a a 90°00'00" R= 50,00 Chord SOY 55' 37" E,72,15' \ Z9f'
L= 715,54 p= 92619,15" , R= 50,00 Chord 52403410311W1(o9.88' to t
351F3uilding L= 80.57' I�D=88°40'0(0",R-50.00 1
�Se+back ao ao t` L = 77,
_N 19044_b' 00" W, 521.80- _ �18 ,_09'
�N 1904(0'00"W, 900, 28' C 120' R O, J 8
RIVERFRONT DRIVE-
0092.00' 1 �
N 19°4C0'00_W_L258,3S
poin+ of be inning =
N 70014' a0" E, (00,00
412,351 -
CERTIFICATE OF OWNER
WE,THE UNDERSIGNED OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED
HEREIN DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED AND SUB-
DIVIDED AND DO HEREBY LAY OFF, PLAT AND SUBDIVIDE SAID REAL ESTATE
IN— CC RDANCE OTH THE WITHIN PLAT.
MARION BURTON, AGENT DATE OF EXECUTION
SOURCE OF TITLE: DEED BOOK NO.1053, PAGE NO.423
CERTIFICATE OF ENGINEERING ACCURACY
1, RONNIE D. HALL HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS
A SURVEY AND A PLAN MADE BY ME OR UNDER MY SUPERVISION. THAT ALL
MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THEIR LOCATION, SIZE,TYPE
AND MATERIAL ARE CORRECTLY SHOWN, AND THAT ALL REQUIREMENTS OF
THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN FULLY
COMPLIED WITH. �J
ri/ /8� /986 fl.
DATE OF EXECUTION REGISTERED PROFESSIONAL ENGINEER NO, 3634
CERTIFICATE OF SURVEY
I, HEREBY CERTIFY, THAT A SURVEY CREW OF GARVER AND GARVER, INC.
ENGINEERS, LITTLE ROCK, ARKANSAS, DID SURVEY THIS PIECE OF REAL ESTATE
UNDER MY DIRECTION AND THIS DRAWING IS AN ACCURATE PORTRAYAL OF
THE SURVEY RESULTS.
REGISTERED LAND SURVEYOR NO. 865
ERROR OF CLOSURE 1 FOOT IN 6456 FEET
CERTIFICATE OF FINAL APPROVAL
PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS AND
UNDER THE CONDITIONS OF ORDINANCE NO. 11,338 THIS DOCUMENT IS GIVEN
FINAL APPROVAL BY THE LITTLE ROCK PLANNING COMMISSION ALL OF THE
CONDITIONS OF APPROVAL HAVING BEEN COMPLETED. THIS DOCUMENT IS HEREBY
ACCEPTED AND THIS CERTIFICATE EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
DATE OF EXEC!'T. ION PLANNING APPROVAL
LEGAL DESCRIPTION
A parcel of land situated in the North half of the SW 1/4 and also in the South half of the N\V
1'4 of Section 33 To\cn,hip ' \wth. Range I' West of the Fifth Principal Meridian. City of
Lithe Rock, Pulaski County..Arkausa� Heine more particularly described as follows:
Commencing at the con�:r ul the N\\ 1,4 S\V !,4 of >aia �cctia, 33: thence
I'N 010 35 F. 404.0 feet to a point on the South property line of the Riverdale Addition to the
City of Little Rock: thence along said South property line. N 88° 43' W. 483.19 leet to a point
on the centerine of Rivertront Drive; thence along said centerline N 190 46' W. 670.55 feet:
thence N 70' 14' E. 60.00 feet to a point on the East right-of-way line of Riverfront Drive• said
point also being the Point of Beginning; thence along said East right-of-way line. N 19° 46' W.
960.28 feet; thence continuing along said East right-of-way line along a curve to the right an arc
distance of 78.54 feet, said c.trve having a radius of 50.00 feet, and a chord bearing and distance
of N 250 14' E, 70.71 feet to a point on the South right-of-way line of Cedar Hill Road: thence
along said South right-of-way line with the following bearings and distances: N 70' 14' E. 319.04
feet; along a curve to the right an arc distance of 18.69 feet, said curve having a radius oft25.00
feet, and a chord nearing and distance of S 88' 21' E, 18.26 feet; along a curve to the left an arc
distance of 83.74 feet, said curve having a radius of 50.00 feet, and a chord bearing and distance
of N 650 05' 06" E, 74.29 feet to a point on the West line of Tract E-' of Riverdale Addition;
thence along said West line along a curve to the left an arc distance of 32.18 feet. said curve
having a radius of 50.00 feet, and a chord bearing and distance of S 016 19' 54" E, 31.62 feet:
thence continuing along said West line, S 19' 46' E, 570.00 feet to the Southwest corner of Tract
E-2; thence along the South line of Tract E-2, N V 14' L. 562.42 feet to a point on the ordinary
highwater line of the West :,ank of the Arkansas River; thence along said ordinary highwater line
with the following bearings and distances: S 25' 56' 40" E, 192.42 feet; S 250 13' 40" E. 147.13
feet to the Northeast corner of Tract F 2A of Riverdale Addition: thence along the North line of
said Tract F-'_A, S 700 20' 50" W, 216.13 feet; thence continuing along said North line,
S 49° 01' 30" W, 190.00 feet to a point on the North right-of-way line of Cottondale Lane
thence along said North line with the following bearings and distances: along 3 curve to the left
an arc distance of 68.59 feet, said curve having a radius 60.00 feet. and a chord hearing and
distance of S 55' 25' 58" W, 64.92 feet; along a curve to the right an arc distance of 49.10 feet.
said curve having a radius of 50.00 feet and a chord bearing and distance of S 50' 48' 46" W.
47.15 feet; S 780 56' 40" W. 519.33 feet; along a curve to the right an arc distance of 70.94 feet,
said curve having a radius of 50.00 feet, and a chord bearing and distance of N 60' 114' 40" W.
65.14 feet to the Point of Beginning, less and except Allied Drive, dedicated right-of-way to the
City ofLittle Rofk, said parcel containing 16.82 net acres, more or less.
-*-Qft; TRACTS E-1 & F j A
v, �. RIVERDALE ADDITION W(4(0
PREPARED BY 0' ry`I
GARVER & GARVER P.A. 41
ENGINEERS
0 LIT T L E ROCK, ARKANSAS
i
N 19°4(0'00"IN, (070,
Rlverfron+ Drive
N If3�4(o�00"W �
100 50 0 100 200
SCALE — I"= IOU'
DATE — MARCH 26,1986
Job No.10374 I