HomeMy WebLinkAboutS-1521-A Map 4ARKANSAS STATE PLANE COORDINATES
NORTH ZONE MONUMENT
N 134842.39
E 1194691.72
FND. COTTON -SPINDLE
N 13451258
E 1194680.31
FND. COTTON -SPINDLE
N 134513.68 _
_
_E 179464032
FND. IRON PIN
N 134449.34
E 1194474 11
- --
SET 1/2"
IRON PIN W/CAP
N 134375.21
_E 119439723
SET 1/2
IRON PIN W/CAP
N 134327169E
119427334
SET 1/2"
IRON PIN W/CAP
N 134327.95
-_E 119426582
SET 1/2"
IRON PIN W/CAP
N 134523.88
E 1194271.23
SET 1/2'
IRON PIN W/CAP
N 134530.04
E 1194048.17
SET 1/2"
IRON PIN W/CAP
N 134335.68
E 1194042.80 - -
SET 1/z,
_11RONNNI W/CAP
N 134275.72
E 1194040.72
SET 1/2"
IRON PIN W/CAP -
N 134267.73
---------------
E 1194271.26
SET 1/2"
IRON PIN W/CAP
N 134332.02
E 1194438.118-------kT
1/2"
IRON PIN W/CAP
N 13140615
1945
E 115.76
SET 1/Y
IRON PUJ W/CAP
N 134450.92
----------
-__
E IiU602.70
----------------
SET 1/2"
IRON PIN W/CAP
N 1--25.47
E 119463226
SET 1/Y
--
IRON PIN W/CAP
N 134250.42
E 1194626.18
SET 1/7'
IRON PIN W/CAP
N 134250.25
E 119463t.18
SET 1/2"
IRON PIN W/CAP
N 134248.86
E 1194671.15
FND. COTTON -SPINDLE
N 13W26.99
E 1194646.30
FND. IRON
PIN
N 134549.68
E 1193358.80
FND. 1/2"
REBAR --_--
CENTERLINE CURVE DATA
ICURVE LENGTH DELTA TANGENT RADIUS
Ct --158.96' 45321t 83.95, 200,00'
C2 i 160.37' 4556'34C 84.78'
q
.- - - N88'25'04'W O9
689.63' - - - -
to
3
o'
0
m (D
Ln o
C:) I
LEGAL DESCRIPTION
0
200.00'
N88725'04"W
2 __ -- --------
- - - -
W
LOT I
1.0000 ACRES
z
50' Bldg. Line
S88'00'52" E
223.15'
50 0 50 150
Scale 1" = 50 ft
R230.00' - -�
CDS68'50'2CW
LC 178.213'
c�
4 Q�
0 1
tK0 R25.00'
V CDS49'16'07"E
LC39.00'
N88700'52"W �4 R170.00'
/O CDN62'45'31"E
7.53' R170.00' �� �ry F LC97.79'
CDS69'00151"W /6° 5' R/P1CPilON
LC 132.69'
13
I00
OSSTEar �`- `
SrA1T.O
ARKANSAS
NO 1281
sitiv.�n ai..
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
Oi CERTIFICATE OF ENGINEERING ACCURACY
- - - - - - T NE Corner
SWI/4 SW1/4
SECTION 22
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45.0' 1
N68'Do1521w
230•68' 15' ENTERGY ESMT. V) I
g Instr. # 2005028589 L. _
S88'00'52' R R230.00' Instr. # 2005028592 1 County CoBook 7a, Court order
- - - - - _ - - - - _ 40' R/W
12 CDN69'00'51"E
230.68' --- --------- -- -- LC179.52' I 9 610
- 18 40.00� 19
S88°00'52"E
5.00'
SWI14 SWI14
SECTION 22
T-1-Ar, R-13-0, I
I
000% T E L0 F
0� AR ANSAS
�4 REGISTERED
PhOFESSIONAL
ENGINEER
W..". 033
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.
DATE OF EXECUTION TIMOTHY E. DATERS
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
FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY
AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS.
LITTLE ROCK PLANNING
COMMISSION
PLAT OF ��.mdr,
DATE_
PART OF THE SW1/4 SW1/4 OF SECTION 22, T-1-N, R-13-W, LITTLE ROCK,
byPULASKI
COUNTY, ARKANSAS MORE PARTICULALRY DESCRIBED AS FOLLOWS:
7 j
�
COMMENCING AT THE NORTHEAST CORNER OF SAID SW SW SECTION 22; ' _ -< =� -
-�- _`_ ..
N
N
LOT1
WII
THENCE S01'S8'S7"W ALONG THE FAST LINE OF SAID SWt j4 SW1/4, 330.00 Ff.;
W1
1l
THENCE N88'25'047W, 40.00 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE
z
z
OF A AND THE POINTBEGINNING;THENCE SOUTHWESTERLY
S
ALONGTHEEARCUOF AD230.00 FT. RADIUS CURVE TO
TO EFT, ACHORDBEARING
AND
AND DISTANCE OF S68'50'20"W, 178.23 FT.; THENCE S46'02'34"W, 106.80 FT.;
THENCE SOUTHWESTERLY ALONG THE ARC OF A 170.00 FT. RADIUS CURVE TTHE
`
RIGHT, A CHORD BEARING AND DISTANCE OF S69'00'51"W, 132.69 FT.; THENCE
S HA C KLE F 0 R D RIDGE ROAD
N88'00'52"W, 7.53 FT.; THENCE N01'34'55'E. 196.00 FT.; THENCE
I
N88'25'04"W, 223.15 FT.; THENCE S01'34'567W, 194.42 FT.; THENCE
RIGHT-OF-WAY
DEDICATION
S01'59'08"W, 60.00 FT.; THENCE S88'00'52"E, 230.68 FF.; THENCE
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 FT.; THENCE1
N4602'347E, THENCE NORTHEASTERLY ALONG "HE ARC A
IS
170.00 FT. RADIUS E TO THE RIGHT, A CHORD BEARING AND DISTANCE OF
DIUS RVRV
N62'45'31"E, 97.79 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 25.00 FT.
1
ACKLEFO"
`1
D G
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 S8900'52"E, 5.00 FT.
A POINT ON SAID WEST RIGHT-OF-WAY LINE OF S
Fr. ROAD; THENCE
NO
N01'59'18"E ALONG SAID WEST RIGHT-OF-WAY LINE, 263.59 FT. TO THE POINT
63.59
f
AN ADDITION TO THE CITY OF
OF BEGINNING, CONTAINING 84,178 SQ. FT. OR 1.9325 ACRES MORE OR LESS.
LITTLE
ROCK,
ARKANSAS
@
SE Corner
SWISECTIONS22/4
JANUARY, 2007
WMTZ-DA & r WG(rMfiT= fff(C.
■ CIVIL ENGINEERING, LAND PLANNING do DEVELOPMENT. SURVEYING
24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 07-028P
Job No.