HomeMy WebLinkAboutS-0285-A(4) Map 1VICINITY MAP
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ARKANSAS STATE PLANE COORDINATES
NORTH ZONE
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173649.77
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173634.56
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173499.21
E 1173923.85
E 1174062.98
E 1174070.05
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CENTERLINE CURVE DATA
CURVE LENGTH DELTA TAN. RADIUS
C1 222.28' 84.27'55' 136.87' 150-78'
50 0
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= 50 ft
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PLAT BK. E, PG. 280
S83
139, 95'
88
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LOT 88, THE RANCH
150
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PLAT Rn RG, 22KI
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CERTIFICATE OF SURVEYING ACCURACY
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.
DATE OF EXECUTION PAUL M. WHITE
REGISTERED LAND SURVEYOR
NO. 1281, ARKANSAS
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 REGULATIONS
HAVE BEEN COMPLIED WITH.
q 6f YI,60
DATE OF EXECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL
ENGINEER NO. 5033, ARKANSAS
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.
RANCH PROPERTIES, INC.
900 S. SHACKLEFORD, SUITE 300
DATE OF EXECUTION LITTLE ROCK, AR 72211
BY
INSTRUMENT NO. 89 62166
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 CERTIFICATE IS HEREBY
EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
DATE OF EXECUTION LITTLE ROCK PLANNING
COMMISSION
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER 2ee90 152V ,FILED FqF i
RECORD - 200% IN PLAT BOOK_
PAGE /
GENERAL NOTES:
1. 1 /2" IRON PINS WERE SET AT ALL LOT CORNERS
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
C®G9A,y.
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CD
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''��'�rr PSCASICI G�J �```\•
'�4Un,uuLL��
PAT O'BRlEN, CErcuif Gunty Clerk.
ice— ---- -- —
NO PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR FLOOD BOUNDARY, li
AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP (l
1 FOR LITTLE ROCK, ARKANSAS.
i- (FIRM COMMUNITY PANEL # 050181 0037 F, DATED OCT. 19 2001)
CHORD DISTANCES.
5. ERROR OF CLOSURE: EXCEEDS 1:50,000
6, FRONT BUILDING SET -BACK. LINE IS 25.00 FT.
7. LOT 88 HAS A 10 FT. EASEMENT ACROSS THE FRONT,
ADJACENT TO THE STREET RIGHT-OF-WAY.
PART OF THE W1/2 W1/2 OF SECTION 13, T-2-N, R-14-W, LITTLE ROCK, PULASKI
COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF LOT 95, THE RANCH, AN ADDITION
TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE S8S45'23"E ALONG THE SOUTH
LINE OF SAID LOT 95, 139.95 FT.; THENCE S02'59'21"E, 135.53 FT. TO A POINT
ON THE NORTHERLY RIGHT-OF-WAY LINE OF COBBLESTONE WAY; THENCE NORTHWESTERLY
ALONG SAID NORTHERLY RIGHT-OF-WAY LINE BEING THE ARC OF A 125.78 FT. RADIUS
CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N44'09'26"W, 209.86 FT.
TO THE POINT OF BEGINNING, CONTAINING 17,695 SQ. FT, OR 0.4062 ACRES MORE OR LESS.
PLAT OF
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Cam;
LOT • • D.
U
AN ADDITION TO THE CITY OF
LITTLE ROCK, ARKANSAS
PART OF THE W1/2 W1/2, SECTION 13
T-2—N, R-14—W
PULASKI COUNTY, ARKANSAS
SEPTEMBER, 2007
• CML D4MEERING. LAND PL NG @ DEVELOPMENT, SUWE1 �/'}LJ
24 RAMING CIRCLE LRR4 ROCK, ARHAtSh`. ]2223 l/ 'w
Job No. 07-645P
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