HomeMy WebLinkAboutS-1521-A Map 7ARKANSAS STATE PLANE COORDINATES
NORTH ZONE MONUMENT
N 134842.39
E 1194691 72
FND. COTTON -SPINDLE
N 134512.58
E 1194680 31
FND. COTTON -SPINDLE
N 134513.68
E 1194640.32
FND. IRON PIN
N 134513.82
E 119463532
SET 1/2' IRON PIN W,
N 134449.34
E 1194474 11
SET 1/2" IRON PIN W,
N 134375.21
E 1194397.23
SET 1/T IRON PIN W,
N 134327.95
E 1194265.82
SET 1/z
IRON PIN W/CAP
N 134523 88_
E 1194271 23
SEr i/2"
IRON -11 w/CAa
N 13453004
E 119404817
SET 1/2"
IRON PIN W/CAP
N 130 68
E I4104280
SET 1/2"
IRON PIN W/CAP
N 134275.72
E 1144640.72 _-
_ SET 1/2"
IRON PIN W/CAP
_14 134267.73
E 119427L26
SET 1/2"
IRON PIN W/CAP
N 134332.02
r jtW443&8
SET 1/Y
IRON PIN W/CAP
N 134406.15
E 11W515.76
SET 1/2"
IRON PIN W/CAP
N 134450.92
E 1194602.70
SEi 1/2"
IRON PIN W/CAP
N 134425.47
E 1194632.26
SET 1 /2"
IRON PIN W/CAP
-
N 134250.42
E 1194826.18
-------
SET 1/2"
--
IRON PIN W/CAP
N 134250.25
E 1194631.18
SET 1 /Y
IRON PIN W/CAP
N 134248.86
E 1194671.15
FND. COTTON -SPINDLE
N 133528.99
E 1194646.30
fT10. IRON
PIN
N 134549.08
E 1M351iM
END. 1/Y
REBAR
CURVE LENGTH
C1.T-- -158.96'
160.37'
fi
- - N88'25'04!'W iD
689.63' 1� --- - - -_-T
LEGAL DESCRIPTION
CENTERLINE CURVE DATA
DELTA TANGENT
RADIUS
49327Y 83.95' 200.00,
45'56'34
84.78' 200.00'
i N88625'04"W
223.15'
------------
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ts• euFFER
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LOT 1
1.ODOO ACRES
�O'
S88'00'52"E
223.15'
N8600'52"W
230.68'
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N88'00'52"W
7.53'
R 170.00'
CDS69'00'51"W
Z LC 132.69'
50 0 50
Scale 1" = 50 ft
R230.00' -
CDS68' 12'04" W
LC 173.63'
5
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06°0r �� f
N8925'04'W
5,00'
R25.00'
CDS49'1616'Or0TE
LC39.00'
R170.00'
CDN62'45'31"E
LC97.79'
Vk 1DEp1CAT\ON
SWS P\AT
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15' ENTERGY ESMT.
Instr. # 2005028589
150
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CERTIFICATE OF SURVEYING ACCURACY
CERTIFICATE OF OWNER
1, PAUL M. WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL
PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO
�GTSTER�� •,4 SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF,
:• �. .............
°sr �oF''.,, MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY
SAS +. ; ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL
N A.1281
/ I SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT.
C) ROCK SUBDIVISION RULES AND REGULATIONS
so' 5 HAVE BEEN COMPLIED WITH. e!
?ytNIL
DAi OF EXECUTION CHUCK FISER
42 RIVER RIDGE ROAD
DATE OF EXECUTION PAUL M. WHITE LITTLE ROCK, AR 72227
REGISTERED LAND SURVEYOR
NO. 1281, ARKANSAS
CERTIFICATE OF ENGINEERING ACCURACY
INSTRUMENT NO. 2005'D q 4"39
CERTIFICATE OF FINAL APPROVAL
- - - -
-
- -? NE Corner
TS/4
E,
SECTION 22
��-O
AS�
I, TIMOTHY E. DATERS, HEREBY CERTIFY
PURSUANT TO THE LITTLE ROCK SUBDIVISION
REGISWRE11
tPROFESSIONAL
THAT THIS PLAT CORRECTLY REPRESENTS A
RULES AND REGULATIONS, AND ALL OF THE
1
PLAN MADE BY ME, AND THAT THE
CONDITIONS OF APPROVAL HAVING BEEN
BNG1NBER
ENGINEERING REQUIREMENTS OF T LIT E
COMPLETED, THIS DOCUMENT IS HEREBY
* *
��fO
ROCK SUBDIVISION RULES A GU I
ACCEPTED. THIS CERTIFICATE IS HEREBY
31
No*5033 ���P
HAVE BEEN COMPLIED WI
EXECUTED UNDER THE AUTHORITY OF SAID
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TyV Op,,
RULES AND REGULATIONS.
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DAT OF EXECUTION TIMOTHY E. DATERS
10
REGISTERED PROFESSIONAL
DATE OF EXECUTION LITTLE ROCK PLANNING
I
I
ENGINEER NO. 5033, ARKANSAS COMMISSION
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4(1
CERTIFICATE OF
RECORDING
I
THIS DOCUMENT, NUMBER R007030920 ,FILED FOR
i
RECORD kklk 20 200-7
IN PLAT BOOK Z
PAGE 92
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GENERAL NOTES:
1. 1/2" IRON PINS WERE SET AT
ALL LOT CORNERS
45.0
!
2. ALL EASEMENTS SHOWN = -
- = ARE TO BE USED FOR SIDEWALKS,
DRAINAGE AND UTILITIES.
Rl _ R230.00' Instr. # 2005028592 40- R/W
S8800'52"E 13 CDN69'00'S1"E i County Court Order
Book 74, Pg. 610
230.68'- - - - - - - - - - - - -
LC179.52'
-- - - - - - - - - - !
S88'00'52" E
5.00'
PART OF THE SW1/4 SW1/4 OF SECTION 22, T-1-N, R-13-W, LITTLE ROCK,
PULASKI COUNTY, ARKANSAS MORE PARTICULALRY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID SW1/4 SW1/4, SECTION 22;
THENCE S01'58'57"W ALONG THE EAST LINE OF SAID SW1/4 SW1/4, 330.00 FT.; THENCE
N88'25'04'W, 40.00 FT_ TO A POINT ON THE WEST RIGHT-OF-WAY UNE OF SHACKLEFORD
ROAD AND THE POINT OF BEGINNING; THENCE N8925'04 W, 5.00 Fr.; THENCE SOUTHWESTERLY
ALONG THE ARC OF A 230.00 Fr. RADIUS CURVE TO THE LEFT, A CHORD BEARING
AND DISTANCE OF S68'12'047W, 173.63 FE.; THENCE S4602347W, 106.80 Ff.;
THENCE SOUTHWESTERLY ALONG THE ARC OF A 170.00 FT. RADIUS CURVE TO THE
RIGHT, A CHORD BEARING AND DISTANCE OF S6TOO'51"W, 132.69 FT.; THENCE
N8900'52"W, 7.53 FT.; THENCE NOt'34'56"E. 196.00 Fr.; THENCE
N88'25'047W, 223.15 FT.; THENCE S01'34'56W, 194.42 FT.; THENCE
S01'59'08"W, 60.00 Fr.; THENCE S8900'52"E, 230.68 FT.; -HENCE
NORTHEASTERLY ALONG THE ARC OF A 230.00 FT. RADIUS CURVE TO THE LEFT,
A CHORD BEARING AND DISTANCE OF N69'00'51" E, 179.52 IT.; THENCE
N46'02'34"E, 106.80 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A
170.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF
N62'45'31"E, 97.79 FT.; THENCE SOUTHEASTERLY ALONG THL ARC OF A 25.00 FT.
RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE S49'16'07"E,
39.00 FT.; THENCE S01'591TW, 175.15 FT.; THENCE S890)'52"E, 5.00 FT.
TO A POINT ON SAID WEST RIGHT-OF-WAY LINE OF SHACKLEFORD ROAD; THENCE
N01'59.18"E ALONG SAID WEST RIGHT-OF-WAY LINE, 263.59 FT. TO THE POINT
OF BEGINNING, CONTAINING 84,178 SO. FT. OR 1.9325 ACRES MORE OR LESS.
SW1/4 SW114
SECTION 22
T-1-N, R-13-W
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" SE Corner
SW1/4 SW1/4
SECTION 22
3. DISTANCES SHOWN ALONG CURVES ARE
CHORD DISTANCES.
4. ERROR OF CLOSURE: EXCEEDS 1:50,000
5. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR
FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY
AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS.
PLAT OF
LOT 1
'At" WE
SHACKLEFORD RIDGE ROAD
RIGHT-OF-WAY DEDICATION
AN ADDITION TO THE CITY OF
LITTLE ROCK, ARKANSAS
JANUARY 2007
P 1c
EY:
11 97E IIDA .9.S� OCZA7178'.% Ey: E'
CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT,
24 RAHLING CIRCLE LITRE ROCK, ARKANSAS 72223 Job No. 07-028P
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