HomeMy WebLinkAboutS-1332-B Map 4LEGAL DESCRIPTION
PARt W rH� 'WRACTiONAL SW1/4 SW1/4 AND PART OF THE SE1/4 SW1/41
SEC -�-"a F.-1�1-'N, PULASKI CnU NT, sRV,{1.-c-
PA - _" =J AS:
SI. kT THE ivv;i;'WZST ''ORNER CT JA,'C' S_ " SAID ;; I"HENCE
;8,:54'59"E ALONG THE NORTH LINE OF SAID SE1/4 SW1/4, 220.98 FT.
TO THE POINT OF BEGINNING; THENCE S89'54'59"E CONTINUING ALONG
SAID NORTH LINE, 299.04 FT. TO THE NORTHWEST CORNER OF LOT 15,
HICKORY CREEK, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS;
THENCE S02'05'32"W ALONG THE WEST LINE OF SAID LOT 15 AND ALONG
THE WEST LINE OF LOTS 16 THROUGH 25, SAID HICKORY CREEK, 1316.63
FT. TO THE SOUTHWEST CORNER OF SAID LOT 25, SAID CORNER LYING ON
THE SOUTH LINE OF SAID SE-1/4 SW1/4; THENCE N8744'06"W ALONG SAID
SOUTH LINE, 208.07 FT.; THENCE N89'42'49"W CONTINUING ALONG SAID
SOUTH LINE, 310.72 FT. TO THE SOUTHWEST CORNER OF SAID SE1/4 SW1/4;
THENCE N89.00'42"W ALONG THE SOUTH LINE OF THE SAID FRACTIONAL
SW1/4 SW1/4, 6.81 FT. TO THE SOUTHEAST CORNER OF LOT 72, CHARLESTON
it ''GHTS, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE
N25'49'16"W ALONG THE EAST LINE OF SAID LOT 72, 167.35 FT. TO THE
NORTHEAST CORNER THEREOF, SAID CORNER LYING ON THE EAST RIGHT-OF-
WAY LINE OF CHARLESTON LANE; THENCE NORTHERLY ALONG SAID EAST
RIGHT-OF-WAY LINE THE FOLLOWING: (1) N75'20'15"E, 8.01 FT.; (2)
NORTHEASTERLY ALONG THE ARC OF A 175.77 FT. RADIUS CURVE TO THE
LEFT, A CHORD BEARING AND DISTANCE OF N57*22'49"E, 108.39 FT.;
(3) N39'25'22"E, 236.08 FT.; (4) NORTHEASTERLY ALONG THE ARC OF
A 175.77 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE
ll �
Scale 1f1 = 50 ft
r-------------------------
I N I
I r c
Landscape, Wall Maint.
& No Vehicular Esmt.
I i ll II II
2'-
1WaMMaint
Utility Esmt.IVarie
IIII
I i I
OF N20 48 58 E, 112.17 FT., (5) NOZ 12 34 E, 191.05 FT.; (6) I
NORTHWESTERLY ALONG THE ARC OF A 175.77 FT. RADIUS CURVE TO THE Conc. Footing
LEFT, A CHORD BEARING AND DISTANCE OF N26.52'40"W, 171.02 FT. AND I
(7) NORTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE, I • Easement location based on I
RIGHT, A CHORD BEARING AND DISTANCE OF N18'49'48"W, 30.20 FT. TO centerline of wall as constructed. � I Insert "A" I
A. POINT ON THE EAST RIGHT-OF-WAY LINE OF RAHLING ROAD; THENCE 8 L_-------------------------
NORTHEASTERLY ALONG SAID EAST RIGHT-OF-WAY LINE BEING THE ARC OF A og
1472.39 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE 4 S89'54'S9"E CERTIFICATE OF SURVEYING ACCURACY
'j OF N1T56'53"E, 19.52 F7.; THENCE N1734'06"E CONTINUING ALONG S89'54'59"E Q1 y .� 299 04'
SAID EAST RIGHT-OF-WAY LINE, 381.83 FT.; THENCE NORTHEASTERLY '
CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE, BEING THE ARC OF A Northwest corner 220.98' 70.45' c _ 0 228.59' � t5' Esmt, t5 ........""•••�
SE1/4 Swt/4 �-- N ---------------- -- -- 4r$ - •••. I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS
994.93 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE - �- - - - - - - - - ISTE
I OF N15.45'15"E, 62.99 FT. TO THE POINT OF BEGINNING, CONTAINING SECTION 19 ,� - n c ,. t�G 7t'F� PLAT CORRECTLY REPRESENTS A BOUNDARY
rn , o k 4 ................
i. 11.9620 ACRES, MORE OR LESS. R994.93 rn S',y 1 �y TGOF''•o SURVEY MADE OR VERIFIED BY ME, ALL
I CDN15'45 15' E i *s• �'o. I Z'A^.I NSAS �{ MONUMENTS REQUIRED ACTUALLY EXIST AND
LC62.99' N 1 N .126 t ARE CORRECTLY SHOWN HEREON AND THAT ALL
SURVEYING REQUIREMENTS OF THE LITTLE
/v ROCK SUBDIVISION RULES AND REGULATIONS
j / \ •CP s U swnercae I
r G4F777 3� nn; 18,. �°'� I ' °q NfiN'' HAVE BEEN COMPLIED WITH.
48,5. 15 yr M, ff j
•.;2 Q r
m g 5 \ 2s
I�
N DATE OF EXECUTION PAUL M. WHITE
REGISTERED LAND SURVEYOR
N0. 1281, ARKANSAS
413 15'
ARKANSAS STATE PLANE COORDINATE (NORTH)
If
1p f)� \ j ,o' Esmt. ° I
1 N 167149.35 E 1180026.66 O� aci Jai 55 r �'� I p 2 _ N 167148.91 E 1180325.70
3 N 165833.16_ E 1180277.63 OM o �- 1�.,� EASEMENT
4 N 165834.12 E 1180069.57 _ " 5� c� SEE NOTE 1 8
5 N_ 165835.68 E 1179758.85 \ ~ CO IP . $j�, do I 127.28' y
dj ^7 �\Ote kox�RY , ^ ,y'1 7! %S�/S� a�� -TT t--zzo = o
Inn s74`Re ° eT%glm ,°�i�� o I 1s fr9 A [i *Y�i: �9,,5
194.
40- 49
58 / O r, \ ce) I s• o 2 REGISTERED
� PROFESSIONAL
r I 4 ENGINEER
8 u -�` m • J 0.� 1D• I � I s i
N o.5033����� 9
/ ?5 B/d PAGIS Mon. %' E 0 A09
gg r 9• Line a % 2090-0283 yS� g a ;..�
142.50,
� I � 25.0'
2 � I
' L ,�;�� •iq• ; to I .. of I 17
5 I o
V 3p S10. Esmt.I I 0O
59 . -''- - -- 217.97' _ - - J
- - SOS
1: 0- - 142.50' �Q7.
1472.39'/ 5�85a T - - - I
CDN T56'53" E M ;'/ 9a
. _ __ LC 19.52' \ 1® O I I I
PACTS Marko '-- � N8519'28'W �� cv / lap. -
2�- I 1211.44' °� i 14S t d 4$• I I I I 18
Oa
r o 11 `S0'
o
R25.00' �Q b^ t4s57'4d 213.28' I I 6 IUi
CDN18 49'48"W �s4'D .
LC30.20' \ a \ goaa g N
I' 9
cl I o E I o 142.50' o-oo,
1
10) a� O
rt5' Esmt.
R 175.77' 1 -L 147.99'
CDN2552'40"W m
LC171 02' ; 1T - - - - T Q of I 19
CERTIFICATE OF �)',AI"1 R
WE, THE UNDERSIGNED. OWNERS O�_ THE REAL
"J'NN AND
HEREBY CERTIFY THAT WE HA'vE LAIC CFF,
-AND AND C
G LAY OFF, PLAT, AND 9U80IV0E SzoO REAL
ESTATE IN ACCORDANCE WITH THIS PLAT.
I - 24- 03
o-a-
DATE OF EXECUTION George Gleason II
126 Hickory Creek Circle
Little Rock, AR 72223
Linda D. Gle son,
126 Hickory Creek Circle
Little Rock, AR 72223
D.R. PAGE
INSTRUMENT NO. 97-016381 & 98-041748
CERTIFICATE OF ENGINEERING ACCURACY
I, TIMOTHY E. DATERS, HEREBY CERTIFY
THAT THIS PLAT CORRECTLY REPRESENTS A
PLAN MADE BY ME, AND THAT THE
ENGINEERING REQUIREMENTS OF THE LITTLE
ROCK SUBDIVISION RULES AND REGULATiON&
HAVE BEEN COMPLIED WITH.
/-U-03
DATE OF EXECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL
ENGINEER NO. 5033, ARKANSAS
TIFICATE OF FINAL APPROVA
PURSUANT TO THE LITTLE ROCK SUBDIVISION
RULES AND REGULATIONS, AND ALL OF THE
CONDITIONS OF APPROVAL HAVING BEEN
COMPLETED, THIS DOCUMENT IS HEREBY
ACCEPTED. THIS CERTIFICATE IS HEREBY
EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS. \
DATE OF EXECUTION LITTLE ROCK PLANNING
COMMISSION
63 \ _4 �e';a� j 9a�1 , N ry I $ CERTIFICATE OF RECORDING
p I O o -1 / Iui
89 ' I I to w� I I THIS DOCUMENT, NUMB
ER<:200 IS�� FILED FOR
® 11i88'49'00" . 8 I C. .• I M D`��� RECOR •Z- 200
3 IN PLAT BOOK �2
PAGE .
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zs.o N I I I 1. 1/
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' 432 '
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�Q LC 112.17' -�/ 133.9D, ass '/O'/I 61 ea 142.50' 100, 7. NO
9 � -1Y9 184'38'00" o BO
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T 15
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/ lao �I I IN
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93
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150.00,
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S
ERR
RAL NOTES:
2"IRON PINS WERE SET AT ALL LOT CORNERS
L EASEMENTS SHOWN = = = = ARE TO BE USED
R DRAINAGE AND/OR UTILITIES.
TS WITH ROUNDED CORNERS ARE
ASURED TO A POINT OF INTERSECTION
LOT LINES AND NOT POINTS ON A
RVE.
TANCES SHOWN ALONG CURVES ARE
ORD DISTANCES.
FRONT BUILDING SET -BACK LINES ARE 25 FT.
LESS NOTED OTHERWISE,
OF CLOSURE: EXCEEDS 1:50,000
PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR FLOOD
UNDARY, AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND
OOD INSURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS.
VATE ROADWAYS SHOWN ON THE PLAT AS EASEMENTS
FOR VEHICULAR AND PEDESTRIAN TRAFFIC AS WELL AS
UTILITY PROVIDERS OR ANY OTHER USE AS RECORDED
THE BILL OF ASSURANCE.
RADII AT STREET INTERSECTIONS ARE 25 FT. UNLESS NOTED OTHERWISE.
R 175.77' ,% v 25' !9d Line
LOTS
CDN57'22'49"E / I I 9
LC 108.39'i5 ad
PLAT OF
I through 21
4 ,•''Oro 110'� c I ! 24
o,• a� ry�� ,e,.�a ��184.32. H 'Oa / 7.5'' I .HI CKO R Y POIAIrP P
' Access
On
bv
o f -_-_- y 1p LandscaPe aEsmtUtility I ao I
:ems.- zs a 19798 N 2 AN ADDITION TO THE CITY -OF
9 Lrne�� � � LITTLE R 0 CK
ui ARKANSAS
o
coGo
13
Gj 72
O
4
to
w--------,o-__ � -2 9'v.
�.
6 5 ------ 249.49' ---- -
61.23 27.97----------180.10'--- ---
N89'0$'42"W N89'42'49"W 310.72' ® N89'44'06"W 208.07' 3
6 1 Southwest corner Q
SE1/4 SN1/4
SECTION 19
BEING PART OF THE S W 1 /4,
SECTION 19, T-2-N, R-13-W,
PULASKI COUNTY, ARKANSAS
JANUARY, 2003
25 LAT
BY: As Signed
DATE:
e CIVIL ENGINEERING, LAND PUNNING & DEVELOPMENT, SURVEYING '
24 RAHUNG CIRCLE LITRE ROCK, ARKANSAS 72223
Job # 02-0367
Ined E00a 517:0E:90 DZ oel t03 1V1d\31NI0d\A80N3IH\200Z\:W