HomeMy WebLinkAboutS-0285-WWW Map 1CERTIFICATE OF SURVEYING ACCURACY
r41� I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS
�! PLAT CORRECTLY REPRESENTS A BOUNDARY
SURVEY MADE OR VERIFIED BY ME, ALL
MONUMENTS REQUIRED ACTUALLY EXIST AND
ARE CORRECTLY SHOWN HEREON AND THAT ALL
SURVEYING REQUIREMENTS OF THE LITTLE
ROCK SUBDIVISION RULES AND REGULATIONS
HAVE BEEN COMPLIED WITH.
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DATE W EXECUTION PAUL M. WHITE
REGISTERED LAND SURVEYOR
NO, 1281, ARKANSAS
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70' RIGHT-OF-WAY DEDICATION
THIS PLAT (3,398 SQ. FL)
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CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER
RECORD - 2Oe
PAGE
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 R LATIO
HAVE BEEN COMPLIED WITH.
DATE F XECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL
ENGINEER NO. 5033, ARKANSAS
AR AN'A`` "
REGISTERED
PROF;ENSIONAL
ENGINEER
p 1tr t A
No'5033
E.
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 SUBDIVIDED, AND DO HEREBY
LAY OFF, PLAT, AND SUBDIVIDE SAID REAL
ESTATE IN ACCORDANCE WITH THIS PLAT.
_�/l �OO� �iGLL'ltntL fG /,( ilk✓uv
DATE OF EXECUTION BY
RANCH PROPERTIES,INC.
900 S. SHACKLEFORD, SUITE 300
LITTLE ROCK, AR 72211
INSTRUMENT NO. 89 62166
NW1; 4 k °
SECTION 14
CERTIFICATE OF FINAL APPROVAL
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 CERTIFICATt IS HEREBY
EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
DATE OF EXECUTION LITTLE ' OCKK PLANNING
COMMISSION
2sBLoc.UNE — 1646.52'--------------
---- NWt/4 NE1/4
SW1/4 NE1/4
-L9L BLDG. LINE
— — — — — — — 1007.20-- — — — — — — — — — — — — —
N8T32'42"W 101 i 20' 10. — Esmt. —
J a 6 e,�\ �4 D ,FILED FOR
IN PLAT BOOK_
PAT 01BRIEN, Circuit County Clerk
PLA T OF
AN ADDITION TO THE CITY OF
f,,\ _LITTLE R 0 CK, ARKANSAS
l
BEING PART OF THE NE 1 /4, SECTION 14
�`�� LITTLE ROCK, PULASKI COUNTY, ARKANSAS
V
1\ T MARCH, 2006
;(�s_Signed l
BY: i��-a�wCJ
DATE:
WAITIFT-DATAWAagOM 71IM FAYG
STOINrEBRIEGE
APARTMENTS
TRACT G—R, THE RANCH
PLAT BK. H, PC. 224
LEGAL DESCRIPTION
PART OF THE NE1/4 OF SECTION 14, T-2—N, R-14—W, LITTLE ROCK,
PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF TRACT G—R, THE RANCH, AN
ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS;
THENCE NO2'58'18"E ALONG THE WEST LINE OF THE E1/2, SAID SECTION 14, 339.81 FT.
TO THE SOUTHWEST CORNER OF THE: N3/4 NW1/4 NE1/4, SAID SECTION 14; THENCE
S87'35'41"E ALONG THE SOUTH LINE OF SAID N3/4 NW1/4 NE1/4 AND THE
SOUTH LINE OF THE N3/4 W1/4 NE1/4 NE1/4, SAID SECTION 14, 1656.52 FT. TO THE
SOUTHEAST CORNER OF SAID N3/4 WI/4 NE1/4 NE1/4, SAID CORNER LYING ON THE
TRA C T e/
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N36'35'14"W
60.00'
R542.96' /
CDN49'47'03"E
LC 64.83'
WEST LINE OF LOT 268, CYPRESS POINT WEST, AN ADDITION TO THE CITY OF LITTLE ROCK, /
? R25.00'
ARKANSAS; THENCE SOS37'03"E ALONG SAID WEST LINE AND ALONG THE WEST LINE
%
CDS73°36'36"W P'
OF LOT 267, SAID CYPRESS POINT WEST, 186.11 FT. TO THE SOUTHWEST CORNER OF
SAID !
LC 18.56'
LOT 267; THENCE S19'46'32"E ALONG THE WEST RIGHT—OF—WAY LINE OF BUCKLAND
W
ROAD AND ALONG THE WEST LINE OF LOT 266, SAID CYPRESS POINT WEST, 361.78 FT.
A POINT ON THE NORTH LINE OF TRACT S, SAID THE RANCH; THENCE SOUTHWESTERLY
TO
Y
ALONG THE NORTH LINE OF SAID TRACT S THE FOLLOWING: (1)
/
S60'59'427W, 222.33 FT.; (2) S6755'31"W, 216,27 (3)
/
S49'37'25'W, 122.49 FT. AND (4) S76'22'09"W, 93.53 FT. TO THE
0
� /
WESTERNMOST CORNER OF SAID TRACT S; THENCE N35'15'15'W, 201.20
2�
FT.; THENCE N11'39'52"W, 144.93 FT.; THENCE SOUTHWESTERLY ALONG THE ARC
OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE
I
'
OF S73'36'36"W, 18.56 FT. TO A POINT ON THE EASTERLY RIGHT-OF-WAY
v' ,at
LINE OF CHENONCEAU BLVD.; THENCE NORTHEASTERLY ALONG SAID
EAST RIGHT—OF—WAY LINE BEING THE ARC OF A 542.96 FT. RADIUS CURVE
Q l
TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N49'47'03" E, 64.83
FT.; THENCE N36'35'14°W, 60.00 FT. TO THE NORTHEAST CORNER OF
r
SAID TRACT G—R, THE RANCH; THENCE N31'OT12"W ALONG THE NORTH LINE
OF TRACT G—R, 131.40 FF.; THENCE 1\18732'42"W CONTINUING ALONG SAID
NORTH LINE, 1011.20 FT. TO THE POINT OF BEGINNING, CONTAINING
18.9501 ACRES MORE OR LESS.
SOME PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD
BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD
'NSURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS.
(FIRM COMMUNITY PANEL / 050181 0029 F, DATED OCT- 19, 2001)
60 0 60
Scale 1" = 60 ft
N3/4 W1/4 NE-1/4 NE1/4
SECTION 14
_— - /4 NEIj4 NE1/4 I
.SECTICN i4
-- _- —g�°, -�-- '— __ —. 332.94_- 10' Esmt. ®
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55.07'
V
RIGHT-OF-WAY DEDICATION
THIS PLAT (4,298 So. Fi.) j
I
N I9'46'32'w
85AO', ` \
RIGHT-OF-WAY DEDICATION
50.00' 1 THIS PLAT (5,409
J SQ. Fr.)
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N PS S�EO p0'1
OF 050�
268
267
CYPRESS P01ATT 07 Q`
PLA BK. G, rG. 666
gOAD
BUCK
SET 1 /2' IRON PIN
W/ CAP (W/D 1281)
22ti'5
:3
S
\ W
® / / / APIfA1VSAS BAPTIST SCHOOL
O> ', \ / / / TRACT S, THE RANCH
PLAT 3K, G, PC. 26y
SET i/2' IRON PIN
W/ CAP (W/D 1281 )
® g3 53 AR STATE PLANE COORDINATES (NORTH ZONE)
GENERAL NOTES:
1. 1/2" IRON PINS WERE SET AT ALL CORNERS,
UNLESS NOTED OTHERWISE.
2. ALL EASEMENTS SHOWN --__= ARE TO BE USED
FOR DRAINAGE AND/OR UTILITIES.
3. ERROR OF CLOSURE: EXCEEDS 1:50,000
26J
N 175307,00 _ E 1_17103474_ FND._1/2 IRON PIN Wl CAP -TW/D 1281) _
N 175646.35 E_117105236_ FND. i Y REBAR__
_ N 175576.85 E 1.172707 41_ FNQ,_7/2 REBAR _ --
/ I$. 175391.11 E 1172719.15__ FND. 1LY REBAR
_,. N 175050.67 E 1172841 56-_ OFFSET MONUMENT SET ON NORTH CREEK BMdK
N 174942-86 E 1172647 11_ NO MONUMENT SET _CUNDER WATER) _
N 174861.58 E 1172446 70 NO MONUMENT SET UNDER WATER)>
N 174782 24 172353 39_. NO MONUMENT SET UNDER WATERY -
El
__ N 17476020 E, 117 '6249_ OFFSET MONUMENT SUM NORTN CREEK BANK
N 174924 50 E _i 17 146 39 _ SET i/z IRON PIr1_ w1 CAP (W/D 1281)t-
_ N.175066 43 E 1.17 1 1705 SET i72 IRON PIN W[ CAP (W/D 1281) n A
FI 175061 20 E 1172U9924- SET 1L2' IRON PIN W, CAP (W1D 7281)
_- N 175103 05 E 1172148 74 SET 1 2 IRON PIN W/ CAP_ (W/D 1281)
w t75151.23 _ E_1172112.98 sET i_�2 IRON PIN w/ CAP (w) 1281)
N 175263.67 E 1172045.00 FND. 1/2" IRON PIN W/ CAP (W/O 1281)
Job No. 06-252P
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