HomeMy WebLinkAboutS-1521-A Map 2ARKANSAS STATE PLANE COORDINATES
NORTH ZONE
MONUMENT
N 134842.39
E 1194691.72
FND COTTON -SPINDLE
134512.58
E 1194680.31
--
FND. COTTON -SPINDLE
N 134513.68
E 1194640.33
-- - -
FND. IRON PIN
N 134449 34
E 1194474.11
SET //Y
---SET-
IRON PIN W/CAP
N 134375 21
E 1194397.23 -
1/2"
---
IRON PIN W/CAP
N 13432769
E 1194273.34_
_SET 1/2"
IRON PIN W/CAP.-
N 134327 95
E 1194265.82
SET 1/2"
IRON PIN W/CAP
N 134523 88
E 1194271.23
SET 1/2-
-
IRON PIN W/CAP
N 134530.04
E 1194G48.17
SET 1/2"
IRON PIN W/CAP--
N 134335.68
E 1194042.80
SET 1/2"
--
IRON PIN W/CAP
N 134275.72 -
--
- E 1194040.72
-
SET 1/2"
IRON PIN W/CAP
1 N 134233
E 1194271.26
SET 1/2"
IRON PIN W/CAP
1 'N 134332.02
E 1194438.88----
SET.1/2"
_"-
IRON PIN W/CAP
.15
E 1194515.76
SET 1/7
- - -W/CAP- --
IRON PIN
N 134450/92
E 7194602.70
_ -
SET 1/2-
---
IRON PIN W/CAP-
N 134425.47
E 1794632.26
-
SET 1/2'
-- -----
IRON PIN W/CAP
H 134256.42
___
E 1194626.18
SET 1/2"
IRON PIN W/CAP
1_. 50.25
E 1194631.18
--
SET-
SET 1 /2'
IRON PIN W/CAP
N 134248.86
E 1194671.15
FND. COTTON -SPINDLE
IN 133526.99
E 1194646,30
FND. IRON
PIN
N 134549 08
E 1193358.80
---
FND. 1/2"
REBAR----------
CENTERLINE CURVE DATA
CURVE LENGTH DELTA TANGENT_ RADIUS
C1 - 158.96 45'32 22' 83 95' - 200 00
02 1- - 160.37' --4556'34" 84.78' 200.00'
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50 0 50
Scale 1" = 50 ft
_ N8925'04'W
--- 223.15'
------
---
- ---- ---
----- - - -- --
15' Buffm -
- - -
R230.00'-----_�
--- - - --
CDS6950'20" W
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LC 178.23'
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1.0000 ACRES
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CDS49'16'07"E
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LC39.00'
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N88'00'52"W
a' 'o°
4 R170.00'
-- ele . Line
7.53 R170.00'
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CDN62'45'31"E
LC97.79'
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LC 132.69'
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S88'00'52"E
223.15'
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150
-
- - - -1 NE Corner
SWI/4 SW1/4
SECTION 22
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-- ---- N88'00'5YW
In
230.68 15' ENTERGY ESMT.
Instr. # 2005028589
S88'00'52"E R230.00' Instr. N 2005028592 L-- 40' R/w
- - - - D �9.50' 51" E I I County
7ourt 6 O Order
L
-- - --- --- -
-- - - -- ---- -- ---- -- - --- -- -- -- -- - - -- -_ 17 18 40.00_
S88'00'52"E 1
5.00'
SWI14 SWI/4
I
SECTION 22
T-1-N, R-13-W
LEGAL DESCRIPTION
I
PART OF THE SWt/4 SW1/4 OF SECTION 22, T-1-N, R-13-W, LITTLE ROCK,
w f
PULASKI COUNTY, ARKANSAS MORE PARTICULALRY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID SW1/4 SW1/4, SECTION 22;
N
THENCE S01'58'57"W ALONG THE EAST LINE OF SAID SWi/a SWt/4, 330.00 FT.;
"MIN n ; �
THENCE N88'25'04"W, 40.00 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE
o Ih
OF SHACKLEFORD ROAD AND THE POINT OF BEGINNING; THENCE SOUTHWESTERLY
ALONG THE ARC OF A 230.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING
I
AND DISTANCE OF S68'50'20"W, 178.23 FT.; THENCE S4602'347W, 106.80 FT.;
THENCE SOUTHWESTERLY ALONG THE ARC OF A 170.00 FT. RADIUS CURVE TO THE
RIGHT, A CHORD BEARING AND DISTANCE OF S69'00'51"W, 132.69 Fr.; THENCE
i
N8900'52"W, 7.53 FT.; THENCE N01'34'55'E. 196.00 FT.; THENCE
I
N88725'04"W, 223.15 FT.; THENCE S01'34'56"W, 194.42 FT.; THENCE
S01'59'08"W, 60.00 FT.; THENCE S88'00'52"E, 230.68 Fr.; THENCE
f
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 FF.; THENCE
N4602'34"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
I
N62'45'31"E, 97.79 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 25.00 FT.
I
RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE S49'16'07•E,
39.00 FT.; THENCE S01'59'18"W, 175.15 FT.; THENCE S88'00'52"E, 5.00 Fr.
TO A POINT ON SAID WEST RIGHT-OF-WAY LINE OF SHACKLEFORD ROAD; THENCE
I
N01'59'18"E ALONG SAID WEST RIGHT-OF-WAY LINE, 263.59 FT. TO THE POINT
OF BEGINNING, CONTAINING 84,178 SO. Fr. OR 1.9325 ACRES MORE OR LESS.
20
SE Corner
SW1/4 SW1/4
SECTION 22
CiSTE� fib' •.�
s tATI: c,r °•
Al:K^NSAS
NO. 1281 g
O'q ti1G�Ai»kY
J�f ...............
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
N0. 1281, ARKANSAS
CERTIFICATE OF ENGINEERING ACCURACY
E T
i� AIt A\CAt I, TIMOTHY E. CATERS, HEREBY CERTIFY
" THAT THIS PLAT CORRECTLY REPRESENTS A
O ESSPLAN MADE BY ME, AND THAT THE
a PROFESSIONAL
ENGINEERING REQUIREMENTS OF THE LITTLE
ENGINEER
.I- FA ROCK SUBDIVISION RULES AND REGULATIONS
50-33
HAVE BEEN COMPLIED WITH.
DATE OF EXECUTION TIMOTHY E. CATERS
REGISTERED PROFESSIONAL
ENGINEER NO. 5033, ARKANSAS
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER
RECORD 20
PAGE
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.
DATE OF EXECUTION CHUCK FISER
42 RIVER RIDGE ROAD
LITTLE ROCK, AR 72227
INSTRUMENT NO.
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
FILED FOR
, IN PLAT BOOK
GENERAL NOTES:
1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS
2. ALL EASEMENTS SHOWN - _ _ = ARE TO BE USED FOR SIDEWALKS,
DRAINAGE AND UTILITIES.
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
OUNDARY
ANDFLOOD FLOOD BOUNDARY
INSURANCE WORK MAP TFOR PUHE �1 ASKI COUNTY, BARKANS S.
5e w•sr tAaIa-42-%It21DIY -S T1,
Pre-FeeA 765, � 1 mt-
r�
PLAT OF
LOT I
AND
LITTLE ROCK PLANNING
COMMISSION
SHACKLEFORD RIDGE ROAD
RIGHT-OF-WAY DEDICATION
EWA 11,1111 11 '_ mi WIN
AN ADDITION TO THE CITY OF
LITTLE ROCK, ARKANSAS
4;
JANUARY, 2007
E.
CIVIL ENGINEERING, LAND PLANNING k DEVELOPMENT, SURVEnNG
24 RAHLNNG CIRCLE LITTLE ROCK, ARKANSAS 72223
Job No. 07-028P