HomeMy WebLinkAboutS-1111-A Map 2PROPERTY DESCRIPTION
PART OF THE NE1/4 OF SECTION 5, T-I-N, R-13-W, PART OF TRACT 8
HILLVALE SUBDIVISION AND PART OF TRACT 9 HILLVALE
SUBDIVISION LYING NORTH OF THE NORTH R/W LINE OF CHENAL
PARKWAY, THAT PORTION OF ATKINS STREET VACATED BY ORDINANCE
#17383 DATED JANUARY 21, 1997 AND RECORDED IN THE OFFICE
OF THE CIRCUIT COUNTY CLERK OF PULASKI COUNTY ARKANSAS ON
JANUARY 31, 1997 AS INSTRUMENT #97-7219 RECORDS OF PULASKI
COUNTY ARKANSAS AND THAT PORTION OF MARKHAM STREET
EXTENSION AS SHOWN ON THE PLAT OF RECORD OF HILLVALE SUBDIVISION
IN PLAT BOOK 4 PAGE 38, RECORDS OF PULASKI COUNTY, ARKANSAS,
AND PART OF LOT 1, MORRIS COMMERCIAL ADDITION TO THE
CITY OF LITTLE ROCK, PULASKI COUNTY ARKANSAS, PLAT #E-551 IN THE
RECORDS OF THE CIRCUIT COUNTY CLERK OF PULASKI COUNTY ARKANSAS, ALL
IN LITTLE ROCK, PULASKI COUNTY ARKANSAS, BEING MORE PARTICULARLY
DESCRIBED AS:
COMMENCING AT THE NW CORNER OF THE E 1/2 OF THE NE 1/4 OF
SECTION 5; THENCE S 00'52'33" W ALONG THE WEST LINE OF
THE E 1/2 NE 1/4 708.27 TO THE POINT OF BEGINNING;
THENCE N41'34'32" E 347.96'; THENCE
S 87'36'11" E 256.53'; TO THE NW CORNER OF LOT 1, MORRIS
COMMERCIAL ADDITION; THENCE S 87'24'48" E ALONG
THE NORTH LINE OF SAID LOT 1 196.18';
THENCE S 02'35'12" W 104.87'; THENCE S 26'55'57" W 237.20' TO THE
POINT OF CURVATURE OF A CURVE TO THE LEFT (HAVING A RADIUS OF 107.07');
THENCE IN A SOUTHWESTERLY DIRECTION ALONG THE ARC OF SAID CURVE TO THE
LEFT TO THE POINT OF TANGENCY THEREOF (SAID CURVE SEGMENT HAVING A CHORD
BEARING AND DISTANCE OF S 16'38'44" W 46.77'); THENCE S01'17'52" E 140.22';
THENCE S 01'10'42" E 246.59' TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT
(HAVING A RADIUS OF 120.78'); THENCE IN A SOUTHWESTERLY DIRECTION ALONG ARC OF
SAID CURVE TO THE RIGHT TO THE POINT OF TANGENCY THEREOF (SAID CURVE SEGMENT
HAVING A CHORD BEARING AND DISTANCE OF S 14'16'47" W 61.80'); THENCE S 29'53'07" W
77.76'; THENCE S31'55'06" W 106.07'; THENCE N 60-09'35" W 8.46' TO A POINT ON THE
WEST LINE OF SAID LOT 1; THENCE S 29'50'25" W ALONG THE WEST
NV CDR. E 1/2
NE 1/4, SEC. 5
T-1-N, R-13-W
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IPF
N 00'52'33" E
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LINE OF SAID LOT 1 ,97.75' TO A POINT ON THE NORTH
R/W LINE OF CHENAL PARKWAY (SAID POINT ALSO BEING /'
ON THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF �2~
1492.40'); THENCE IN A NORTHWESTERLY DIRECTION
ALONG SAID CURVE TO THE LEFT TO A POINT WHICH IS
1
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N 62'37'58" W 250.30' FROM THE PREVIOUS POINT; ;� I
I
THENCE CONTINUE ALONG THE ARC OF SAID CURVE TO
THE LEFT TO A POINT ON THE WEST LINE SAID E 1/2 NE 1/4, SAID 1e IPS
POINT BEING N 71'10'55"W 197.68' FROM THE PREVIOUSLY
DESCRIBED POINT; THENCE N 00'52' 33" E ALONG THE WEST LINE OF I/ TRACT e
THE E 1/2 NE 1/4 17.28'; THENCE CONTINUE IN A WESTERLY HILLVALE SUB 1
DIRECTION ALONG THE NORTH R/W LINE OF CHENAL
PARKWAY N 83'41'11" W 89.40% THENCE N 00'52'33" E 381.77'; i t
THENCE N 32'44'04" E 168.61 ; THENCE NOO'52'33" E 75.48'
TO THE POINT OF BEGINNING, CONTAINING 13.22 ACRES, MORE OR LESS. f I ,
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IPF
75.48'
W
NW CORNER LOT 1 MORRfS-��`
COMMERCIAL ADDITION ,y S 87'24'48" E 196.18'
PLAT # E-551 j
S 87'36'11" E 256.53' IPF
1
IPS
----�------------------------- - ------ 100 YEAR FLOOD PLAIN
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S 02'35'12" W 104.87'
LOT 1
GROSS ACREAGE 13.22
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Ivs N "T 1 � -r IMI � ZPN'2AW WA.LR LINE 529'S3'7" W 77.76'
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N 00'52'33" E 17.28:-/ IPF
\ , F N 29'50'25" E 49.40'
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\� N 60'09'35" W 8.46'
\ � R 1492.40 FT IP
1 EASEMENT 96-21678
N 29'49'18" E
9.30 FT
LITTLE ROCK
, I C_ P.A L WY, ' 1 R Vol10PH
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PLANS APPP.OVED
EASEMENT APKC-lED _
EASEMENT REQUInED _
1 DATE 1 -
,
BY
VICINITY MAP
STATE PLANE COORDINATES
k
EASTING
NORTHING
1.
154470.4 75
1188095067
2.
154365.711
1188090, 334
3.
15415 4.239
118 7982.89 7
4,
154109.427
1187969,499
5.
153969.246
118 79 72.6 75
6.
153722,706
1187977345
7.
153662.835
118 7962, 508
8.
153595,4 40
1187923.776
9,
153505472
1187667.735
10.
153509,681
118 7860.398
11,
153424,788
1187611,700
12.
153539,849
1187589.414
13.
153603,614
1187402.200
14.
153620,892
1187402.564
15.
153630324
1187313.705
16.
154012.448
1187319 541
17,
154154.284
1187410,718
18.
15 4229.752
1187411.872
19.
154490.
CERTIFICATE OF ENGINEERING ACCURACY
PATRICK M. McGETR_ICK_ HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE
LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH.
SIGNED
DATE OF EXECUTION NAME, REGISTERED PROFESSIONAL
ENGINEER No. 4566 ARKANSAS
CERTIFICATE OF SURVEYING ACCURACY
I, ROBERT C. LOWE __ HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A BOUNDARY SURVEY MADE BY ME AND BOUNDARY MARKERS SHOWN HEREON
ACTUALLY EXIST AND THEIR LOCATION, TYPE AND MATERIAL ARE CORRECTLY SHOWN.
SIGNED
DATE OF EXEUTI CON NAME, REGISTERED LAND SURVEYOR
No.I -__- ARKANSAS
CERTIFICATE OF OWNER
_ LYE, THE UNDERSIGNED OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN,
DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED, AND SUBDINDED, AND DO
HEREBY LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH
THIS PLAT.
MARSHALL FIELD STORES, INC.
TE DAOF EXECUTION NAME
ADDRESS
SOURCE OF TITLE: D.R. _NA_-_ PAGE --NA-
INSTRUMENT
No.97-10313
N
1" -
6-
CERTIFICATE OF FINAL APPROVAL
PURSUANT TO THE LITLE 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
SIGNED
L.R. PLANNING COMMISSION
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER FILED FOR RECORD -------- 19-_-, IN PLAT
BOOK PAGE
SIGNED
CLERK
GENERAL NOTES:
1. ALL EASEMENTS MAY BE USED FOR UTILITIES AND OR DRAINAGE UNLESS
OTHERWISE NOTED
P. ALL CORNERS ARE MARKED BY N4 REBAR IRON PINS
3. ALL DISTANCES ON CURVES ARE CHORD DISTANCES
4. ALL FLOOD PLAIN DATA SHOWN HEREON WAS DERIVED FROM FIRM MAPS FOR
THE CITY OF LITTLE ROCK, ARKANSAS, PANEL #050181 0006 DATED NOVEMBER 3, 1993
5. LINEAR ERROR OF CLOSURE EXCEEDS V/10000 UNADJUSTED
6. BEARING DATUM SHOWN HEREON IS FROM PAGIS MONUMENT M 2054 AND ACCESSORIES
42.7
057 11876
8-- K �
ARKILA @ SWBT C O
EASEM19 f APPROVED ✓ Eastment Approved -EASEMENT REQUIRED
pproved-EASEMENTREQUIREO L Easanent Required
DATE 6��l l- RY Date �-Z3-9 -7
BY
nlh
�, -r C,9n�nersJJg24G2
NO AD'. S_D
❑ A�nT'f:.
RS5' 4
FINAL PLAT
- LOT 1
GREYROCK
SUBDIVISION
PART OF THE NE
1/4 OF
SECTION 5,
T-1- N, R-13- W,
A REPLAT OF
PART OF
TRACTS 8 &
9 OF HILLVALE SUBDIVISION
AND PART OF LOT 1
MORRIS
COMMERCIAL
ADDITION, LITTLE ROCK, ARKANSAS
MCGETRICK ENGINEERING
ENGINEERING / LAND DEVELDPMENT CONSULTANTS
Little Rock, Arkansas 72221
JIUNE 16, 199,
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