HomeMy WebLinkAboutS-0057-V Map 5SET CONCRETE
MONUMENT
CERTIFICATE OF RECORDING
THIS DOCUMENT NO. FILED FOR RECORD IN PLAT ROOK
PAGE . FOR GILL OF ASSURANCE SEE DOC. NO.
rIRCU T CLERK_
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ARKANSAS RIV_
L E G E N D
FUTURE TRACTS
PREVIOUSLY PLATTE
THIS PLAT
Chord N(o5°05'0(o"E,74,29'
�- 950 S-146" R= 50.00' -
L = 83, 74'
i,'?F70 80CIt 211 11
LiDLloWatOr t?1's ':- Lkae Rock. Ark�72102
Um„Y m„a7e 2aoo
1 DI N0 ADDITIONAL EASEMENTS REQUIRED
❑ ADDITIONAL EASEMENTS ARE REQUIRED
AS sNow��
BY:
DATE:
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R I V E R F R 0 N T
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NAME AND ADDRESS OF OWNER
PLEASANT VALLEY, INC.
2100 RIVERFRONT DRIVE
SUITE 200
LITTLE ROCK, ARKANSAS 72202
G NCRET E \
MONUMENT
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- • �, �TRAC�7 MONUMENT
t::�•_• t ,TRACT
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POINT OF
COMMENCEMENT
SE CORNER NW 1/4, SW 1/4
SEC.33. T2 N , R 12W
N 01°35' E
46 4.0'
rLQ .�+c`•' /G�' RIVER
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N i hwrater Line On {River
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Chord S01°19'54"E,31,Cc2' S25014'00"W
� = 3C0052' 12" R= 50.00' S(p,45'
L = 32.18'
Access EQSemerTi-
S 19°4.0,00"E ,570.00' C0,05 Ac.)
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525° 50140
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� Levee
525° 13'40 E
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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 ACCORDANCE WITH THE WITHIN PLAT.
PLEASANT VALLEY,INC, DATE OF EXECUTION
SOURCE OF TITLE: DEED BOOK NO.1053, PAGE NO.423
CERTIFICATE OF ENGINEERING ACCURACY
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
MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THEIR LOCATION, SIZE,TYPE
AND MATERIAL ARE CORRECTLY SHOWN, AND THAT ALL REQUIREMENTS OF
THE LITTLE ROCK SUBDIVISION RULEC AND REGULATIONS HAVE BEEN FULLY
COMPLIED WITH.
DATE OF EXECUTION REGISTERED PROFESSIONAL ENGINEER NO.5459
CERTIFICATE OF SURVEY
(,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 EXECUTION PLANNING APPROVAL
LEGAL DESCRIPHON
A panel of land situated in the North half of the SW 114 and also in file South halt of the N1\
1'4 of SCLIion 33_ Tnwnshil)' North. Range 1-2 West of the Fifth Principal Meridian. City o1
Little kock. PLdaskl County. Arkansas. being more particularly described as follows
Cournwneint- al t11C Southeast corner of the A\\ 1,4 S\A ',} of .,aid �ectiun 13: the,:ce
Dn oI' ss F. 4t40 Iect to a point on the SOUth propert> line of the Ri erdale Addition to ire
Arep - Q9° t\ of Lkfli "i2uc n c T said South n npert\ lino . N 49 A-i{-kV' 83 it3 feet In. a 11oint
10kO9 >LCx tag , 0� th u etirriWc of u Risllon Di e n u thence aloslid c,te11111C N 19 46 W 6 05� icet:
(D4'e�W thence N 70' 14 E. 60.00 feet to a point on the East right-of-way I!pe of Rkertront Dme. said
pgd C��j�j° 25 (p0,0� point also being the Point of Beginning; thence along said Fast right-of-way line. N 19' 41 vC
Ch So 30' I0 960.18 feet: thence con timing along said East right -of-. a} line along a curve to the right ar .1r
distajus of
and
L (D65, Wet EQs}ary Sewer ofNf_5°ce �If47854071 feetltoravpoint'onthedSouthSOt00lfwaylineolf(CedarHilltKoad{l0, 11Le
Sp�l}-QC� e�0` 30nt g alo r" -aid Soiah ri-httof-wav line with the following bearings and distances: N 701
14' E. 319.04
20 EpseOier= �'�o -
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Chord 54-1044'00" W, 37.12'
L = 450 00' 00" , R ' 48 -SO
L= 38.09'
5 30. 00 z 40. --j =14' 00" W 1 R 00'
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S,0 L Chord 550&48'4(o"W,471'S
�5(0°15'48", R=50,W'
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L'49,10'
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Chord 5 u20 14' W, 81,42'
0= ICo°00'00" R=292,50'
° 103,(08'
C N(,72 14 0O"E,
= 81,CoaTRAC� F
3=I(DoX,CO" R=372,50
I
L = 104,02'
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Chord 588°21'00"C,18,
p = 42 ° 50' 00" , R- Z5,CO
L= IS•Co9'
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Chord IJ25°14'g0"E 707I'
/G1=90°00,00" R:50,00
L = 78.54
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Chord N(a1°04'23"E,(D9.(A7' y� �c
p = 15040145", R=292,50 S -
L = Co9.65'
ChordS(o5°55'37"E,-72,13' Q
L=92°19'15",R=50,00 \ 1
L = 60, 57'
N 1904(0'00" W, 521,80' �� 180,09.
0� N 1904&'00"W) 900.28' ( 120' R 0, ?
RIVERFRONT DRIVE
Chord SCaI°34'03"W,95,10'
^3= 14040'05", R= 372,50
L= 95,30'
Chord NC600 24140" W, Co5,14'
L = 810 17' 20" , R- 50, 00
L- 70,94'
Chord S24°34'03"W,(o9•8V
L = 88°40' 0(0" , R = 50.00
L = 17.36
\� N19°40'00" W I Z56.39'
Point of begg nnin9
N 70014100" E, (00,00'
t, s � t
feet; along a curve to the right an are distance of 18.09 feet. said carte having a radius of 25.00
feet. and a chord fearing and distance of S 88`21' E. 18.26 feet.along Li curve to the left an arc
distance of 83.74 feet. said curve having a radius of 50.00 feet, anti i chord hearin and dirt 1_
of N 650 OS 06 E. 74.19 feet to a point on the West line of Tract E of Ricerd alc Addi i ,
thence along said West line alone a curve to the left an are distance of 31.18 feet. said ee:1,c
having a radius of 50.00 feet. and a chord gearing and distance of S 01` 19' 54" F. 31.0' feet
thence continuing along said West line, S 19046' F. 570.00 feet to die SOUthWeSt corner of Tract
-_E -: thence along the South line of Tract E-'__ N 70" 14' F. 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'5' 50' 40" E. 192.4' feet: S'5' 1.3' 40'' E. 147.13
feet to the Northeast corner of Tract F-'_A of Riverdale Addition: thence along the North line u(
said Tract F-'.A. S 70" 10' 50" W. '16.13 feet: thence continuing along said Norta line.
S 49' 01' 30" \\. 190.00 feet to a point on the North right-of-way line orCottondale Lanc:
ej) thence along said North line with the following'7earings and distances: alone a curve to the left
J 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. alone a curve to the right an arc distance of 49.10 feet.
6,11 C said curve having a radius of 50.00 feet and a chord bearing and distance of S 50° 48, 46" W.
6 Z - 47.15 feet: S 78° 56' 40" W. 519.33 feet: along a curve to the right an arc distance of 70.94 feet.
CD ;0 said curve having a radius of 50.00 feet, and a chord bearing and distance of N 110"24' 40" W.
0 65A4 feet to the Point of Beginning. less and except Allied Drive. dedicated rigflit-ol-way to tic
- City of Little Ro •k. said parcel containing 16.82 net acres. more or less.
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D -�Q TRACTS E-1 & F
Lu qj � RIVERDALE ADDITION
Q PREPARED BY
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a v o GARVER & GARVER P.A.
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3� o E N G I N E E R S
O CO
�Oz LIT TL E ROCK ARKANSAS
J 100 50 0 100 200
N 19°4CO'00"114, (D70,55 SCALE — 1" = 100'
C RiverfroM Drive-) DATE MARCH 26,1986
Job No.10374