HomeMy WebLinkAboutS-1065-B-1 Map 3Scale 1" = 30 ft
LC397.65'
50.00,
,
1
R 1004.93'
CDN09'51'27"E
LC 166.62'
I
LOT i
CHENONCEAU COMMERCIAL SUBD.
ARKANSAS STATE PLANE COORDINATES
NORTH
ZONE
MONUMENT
N
172701.21
E 1171658.37
SET 1/Z' IRON PIN
N
172693.97
E 1171883.77
FND. PINCH PIPE
N
1724-63.91
E 1171879.87
FND. IRON PIN'
N
172537.05
E 1171629.85
SET IIT IRON PIN
CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER
' STE1?� "• I, PAUL M. WHITE, HEREBY CERTIFY.THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL
�L •,,..•••••••.,,,• d • PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO
S" —GOP SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF,
RKA 'SAS MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY
N 1281 ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL
U ? SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT.
.•� su ren ':a •° ROCK SUBDIVISION RULES AND REGULATIONS
6'�
`psi •9UZ Mkt' R ••a HAVE BEEN COMPLIED WITH.
............. +a,
DATE Of EXECUTION PAUL M. WHITE DATE OF EXECUTION?07CHENAL
TIMBER CORP'' FA-ICP:
REGISTERED LAND SURVEYOR CLUB BLVD
NO. 1281, ARKANSAS OCK, AR 72223
D.R. 621 PAGE 233
,ii���- CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL
�pfSIATE pf
Ed AREN SAS N
I, TIMOTHY E- DATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION
+, R E G 1 ST ill E D L� THAT THIS PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE
ss6`Ss• PROFESSIONAL ) PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN
N ENGINEERING REQUIREMENTS OF THE U ,TLE COMPLETED, THIS DOCUMENT IS HEREBY
J0�58e0'F �� ENGINEER ROCK SUBDIVISION RULES }}��N� EGUL TION ACCEPTED. THIS CERTIFICATE IS HEREBY
No.5033 ���, HAVE BEEN COMPLIED WITF1. I - EXECUTED UNDER THE AUTHORITY OF SAID
`` RULES AND REGULATIONS-
-:'yY E
PAGIS Marker �''�wnwi/� ) D YJ J
11 2078-0169 DATE OF EXECUTION TIMOTHY E. DATERS -
REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING
ENGINEER NO. 5033, ARKANSAS COMMISSION
CERTIFICATE OF RECORDING
THIS
DOCUMENT, NUMBER :1 C 5I r 10 c.1 Li FILED FOR
RECORD
2CC2 IN PLAT BOOK_!
PAGE
�'1�'�
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.�I �,TCUII I�•GOI Its �I('�, YTV1..�.�:.u:.'
GENERAL NOTES: ='
1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS,
UNLESS NOTED OTHERWISE.
2. ALL EASEMENTS SHOWN — — ARE TO BE USED
FOR DRAINAGE AND/OR UTILITIES.
3. LOTS WITH ROUNDED CORNERS ARE
MEASURED TO A POINT OF INTERSECTION
OF LOT LINES AND NOT POINTS ON A
CURVE-
4. DISTANCES SHOWN ALONG CURVES ARE
CHORD DISTANCES.
y.
5. ERROR OF CLOSURE: EXCEEDS 1: 50,000
42
8. 00 PYOERAR FLOOD BOUNDARYR SHOWNAONO WITHIN THE
S THE FLO DWAY,
FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP
FOR PULASKI COUNTY, ARKANSAS.
LOT 2
CHENONCEAU COMMERCIAL SUBDIVISION
Q �
U
o PART OF THE SW1/4 SE1/4 OF SECTION 14, T-2—N, R-14—W, LITTLE ROCK,
41 C PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS:
BEGINNING AT THE SOUTHWEST CORNER OF LOT 1, CHENONCEAU COMMERCIAL
m SUBDIVISION, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS;
�1 THENCE S88'09'32"E ALONG THE SOUTH LINE OF SAID LOT 1, 225-52 FT.;
a THENCE S00'58'15"W, 230.09 FT.; THENCE N73'41'37""W, 260.50 FT.
TO A POINT ON THE EAST RIGHT—OF—WAY LINE OF CHENONCEAU BLVD.;
THENCE NORTHEASTERLY ALONG SAID EAST RIGHT—OF—WAY LINE
BEING THE ARC OF A 1004.93 FT. RADIUS CURVE TO THE LEFT, A CHORD
BEARING AND DISTANCE OF N09'51'27"E, 166.62 FT. TO THE POINT
OF BEGINNING, CONTAINING 47,123 SO. FT. OR 1.0818 ACRES MORE OR LESS.
PLA T OF
LOT 2
CHENONCEA U COMMERCIAL SUBDIVISION
AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS
PART OF SW 1 /4 SE 1 /4 OF SECTION 14,
T-2—N, R-14-W, f "Lz,
PULASKI COUNTY, AlpNSAS signed
DECEMBER, 2001 8Y:
+:DATE:
O CML ENGNZMENG, LAND PLANNING & DEMOPMEM. SURVEYING
1324 RM NO CWU UME ROCK, ARKAI W '•2U3
Job # 03 -01�3.: