HomeMy WebLinkAboutS-0057-V Map 1CERTIFICATE OF RECORDING
THIS DOCUMENT NO. FILED FOR RECORD iN PLAT ROOK
PAGE . FOR 51LL OF ASSURANCE SEE DOC. NO.
r.IRCU T CLERK
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ARKANSAS - RIVER a �'
SET CONCRETE - '—
MONUMENT
L E G E N D
FUTURE TRACTS
® PREVIOUSLY PLATTED TRACTS
THIS PLAT
Chord N(o5°05'0(o"E,14,29'
A' 95° 57'48" R= 50.00' -
L = 83,74'
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NAME AND ADDRESS OF OWNER: CERTIFICATE OF OWNER
WE,THE UNDERSIGNED OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED
PLEASANT VALLEY, INC. HEREIN DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED AND SUB-
2100 RIVERFRONT DRIVE DIVIDED AND DO HEREBY LAY OFF, PLAT AND SUBDIVIDE SAID REAL_ ESTATE
SUITE 200 IN ACCORDANCE WITH THE WITHIN PLAT.
LITTLE ROCK, ARKANSAS 72202
PLEASANT VALLEY,INC, DATE OF EXECUTION
SOURCE OF TITLE: DEED BOOK NO.1053, PAGE NO.423
CERTIFICATE OF ENGINEERING ACCURACY
3 I, STEVEN L.HAYNES,HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS
A SURVEY AND A PLAN MADE BY ME OR UNDER MY SUPERVISION. THAT ALL
CONCRETE, POINT OF
ONUMENT MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THEIR LOCATION SIZE TYPE
�� $ COMMENCEMENT AND MATERIAL ARE CORRECTLY SHOWN, AND THAT ALL REQUIREMENTS OF
2 THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN FULLY
��%=`� °• SE CORNER NW 1/4, SW 1/4
COMPLIED WITH.
SEC.33. T2N . R 12W
R I V E R F R O N T D R I V E N19�e4�*�a \ N 01°35 E
/I 440 0 —4 6 4. 0'
TRAC �j/,' CONCRETE �oPo
TRACT MONUMENT Pew
P i n4 of OvFvc
vvv Seginnln �QP
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Pao
TR CT
-3 ,....:, 2° 1lAN RIVER
w i AR `
F
F.I. — —
G
- F I P �� " ° 13' 40" E
i' S25
_ 525° 5�O 40 E +247,13'
Ordinary Ni9hwater Line ont diver _ '
Wes+ bank of +he- Arkansas _ 192•42 C a, o
y W
5 3 0O
DATE OF EXECUTION REGISTERED PROFESSIONAL ENGINEER NO.5459
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.
Levee J -� DATE OF EXECUTION PLANNING APPROVAL
15 LEGAL DESCRIPTION
A Parcel of land situated in the North half of the SW 1114 and uho in the South halt of the \W
I '4 of Section 33. Tu:�m.hip Nvrl,. Ranee 1' Wes[ of the Fifth Principal 41eridiun. Cif>' of
�j W ���Ci Little kick, Pulaski County. Arkansa,- tieing more particularly dexnhed ;,,s follow=; .
Conii:tLnun, at the Southca,t co,nu of tlic NliI I ; SN '.,4 „I >ai.l ti:;, i thence
Y rya ,- 1> 01° '5 E 41�.4 O 1c"t to a Paint oil the South ptoperty� line of the Ri'rerd de ALid,twn to the
(� ���a� p. ��� t`ity o f Oe . tunee �il.atg ,niFS„uiIT n,(,pert� tine. A 88 - '-W. 48. to fc't I a point
C� k O
�0 b' (D 3��3 '(O pL� �CiLS �p4 13 n the eU11L'I11nC of RiveiIioni Drive: thence alone said centerline N 19 46 N'. 670.55 feet:
��O�k �Op�� V� UJ ��� N� ° Z5i eJg" w �� thence N 70' 14' F. 60.00 feet to a point on the East right -of -was line of Riverhont Drive. said
�pO 0 ChOrCi 5� 10„ � _ (00, point also tieing the Point of Beginning; thence alone said Fast right-of-way ;ilia. N 1)° 46` W-
eed Q= U5 $ } 960.'_8 feet: thence continuing along said East right-of-vvay line alone a Cur✓e'O the right ;a; arc
0 4 �_ (D8 �j9 0r ECA5p- Ylen CwGIF distance of 78.54 feet, said c-irve having a radius of 50.00 feet, and a chord prarine and distance
° 1�� 5E� dory 5 of N -15' 14' E. 70,71 feet to a point on the South right-of-way line Of Cedar Hill Raid: thence
O lilt 0' 5(3n\ 1 d S tl I f .. . I 1 t
z 20 50 -_-� Easement
_--� ---_ 530Ea amen+
6
Chord S01° 19' 54" E, 31,(62' ° Qsenne+�t
A= 3(0°52' 12" R= 50.00' S25 14 00 W E
L=32.18'-__---
�/T/GiT,/y�Access EQsement Chord S47°44'0D"1N,37.12'
�— S 19°4(d00"E ,570,00' C0,05 Ar-) L=45000'00
5 30.00 -� z o.ao rn
o - o S70°14'00"W, IS.CO'
g ° ° Chord 550645461*147.
Chord 58°21' 00"E,18,2(o' C5 Q g �54°9.104$", R°50.00'
p=42°50'00", R=25,00 0 0 _ S °
W,
L=IS.Co9' M v Chord 5U2 1451,42
Chord NO2°14'00"E,103,Co8' LLJ p= I(o 00 00 R= 292.50
p= I(a°00'00" R= 372,50 L = 61,Co8'
L = 104,02' > T RA p cre5
R e A sY tr 10,70
c r 2 (D `�
(DOS L ° Chord SbI°34'03"W,95,10'
Chord N(ol°04'23"E,(09.la7'- �0 0- 14'40'05",R=3�2.50
O '
p _ 13°40'45", R=292,50 Dgs , L= 95,30
L - Cog. 83' m J Chord NCoO° 24'40" W, (05,14'
�
Chord N25°14'CO"E,70.71' J 6 ° 81' 17' 20" , R` 50,00 p=90°00'00" R=50.00 Chord S05°55'37E,72,13' Q L= 70,94'
L= 78,54 p= 92019115" , R= 50.00 Chord 624134'03"W,(o9•88'
L = 80.57' A = 86040' O(o" , R- 50.00
`� fa L = 77, 36,
\� N 1904(o'00"W, 521.50' 180,no, N19°4Co'00"W 258.39'
N 19° 4Co'00"W) 9Co0, 28' — ' N 19°4Ca'00"W, Drive
� 120 R•0� J Point of be Inning �, Riverfront Drive
RIVERFRONT DRIVE N70°14'o�D"E,00,00'
a on sat eti , r < -
R igtt r way ux wits the I owing hcaruigs snO distanees: N 70 ,4 F. 319.04
feet; alone a curve to the right an are distance of 18.69 feet, said C.rn'e having ,. tutus of'5.00
feet, and a chord )earing and distance of S 88' 11' F, 18 '6 feet along a cure to the left m arc
distance of 83.74 feet. said curve having a radius of 50.00 feet and i chord [)eating a,ut dutancc
of N 050 05' 06'' E, 74.29 feet to a point on the West line of Tract F-2 of Riverdale Addition:
thence along said West line alone a Curve to the left an arc distance of 31.18 feet. said curve
havin;= a radius of 50.00 Ieel. and a chord )earing anal iistance of S 01" 19' 5'4" F. 31 .fill feet:
thence continuillL ;Hong said West line. S 19* 46' E. 570.00 feet to the Southwest corner of Tract
E thence along the South line Of Tract F -, N 7W 14' F. 56-1.41 feet to a point on the ordinary
highwatei line of the West : ank of the Arkansas River; thence along said ordinary hiehwater line
with the following bearings and distances: S 750 56' 40" E. 19_'.47 feet: S -15' 13' 40" F. 147.13
feet to the Northeast comer of Tract F-`A of Riverdale Addition: thence Aong the North line of
said Tract F-'_A. S 70' -10' 50" W. '16.13 feet. thence ContinUine along said Nort.i line.
S 49' 01' 30" W. 190.00 feet to a point on the North right-of-way line of Cottondale Lane:
5' 0)0 thence along said North line with the following heurings and distances: along a curve to the left
-4 y an are distance of 68.59 feet. said curve having a radius 60.00 feet. ❑lid a chord he:ning and
�f n distance of S 55' '5' 58" W. 64 93 feet::,loma a curve to the right an arc distance of 49.10 feet.
tJt said curve having a radius of 50.00 feet and a chord bearing and distance of S 5W 48. 4r�" to
Z - 47.1 5 fret ; S 78' 56' 40" W. 519.33 feet: along a Curve to the right an are distance of 70.94 1,�cl .
4 � � said curve having a radius of 50.00 feet. and a chord he ring slid distance of N 00` 14' 40" W.
O 65.14 feet to the Point of Be-ijulm less and except Allied Drive, dedicated right -of vva% to t,•
�r City o41 ittle Ro rk. said parcel con taining 16.82 net acres, more or less.
C ,
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TRACTS E-1 & F��
z Q �, � RIVERDALE ADDITION 4
1�7 Lp� PREPARED BY
o° GARVER & GARVER P.A. A�
Oho ENGINEERS
1° 0 00
°2 LIT T L E ROCK ARKANSAS
100 50 0 1DO 200
SCALE — I"= IOU'
D ATE — MARCH 26, 1 986
Job No,10374