HomeMy WebLinkAboutS-1521-A Map 1CERTIFICATE OF SURVEYING ACCURACY
CERTIFICATE OF OWNER
ARKANSAS STATE PLANE COORDINATES
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NORTH ZONE
MONUMENT
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I, PAUL
M. WHITE, HEREBY CERTIFY THAT THIS
WE, THE UNDERSIGNED, OWNERS OF THE REAL
N 734842.39
E 1194691.72
FND COTTON -SPINDLE
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F',,••, � -
PLAT CORRECTLY REPRESENTS A BOUNDARY
ESTATE, SHOWN AND DESCRIBED HEREIN, DO
N 13453.68
E 1194680.31
FND COTTON -SPINDLE
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SURVEY MADE OR VERIFIED BY ME, ALL
HEREBY CERTIFY THAT WE HAVE LAID OFF,
N 134513.68
E 119464032
FIND. IRON PIN _
AR".?.'�1SlS
2 NO. Y281 j
MONUMENTS REQUIRED ACTUALLY EXIST AND
PLATTED, AND SUBDIVIDED, AND DO HEREBY
_ N 134449.34
_E 1194474.11
SET i/r IRON PIN W/CAP
ARE CORRECTLY SHOWN HEREON AND THAT ALL
LAY OFF, PLAT, AND SUBDIVIDE SAID REAL
N 134375.21
N 134327.69
E 1194397.23
E 119427334
SET 1/r IRON PIN w/cna
SET 1/2- IRON PIN w/cAP
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SURVEYING REQUIREMENTS OF THE LITTLE
ESTATE IN ACCORDANCE WITH THIS PLAT.
-
"
ROCK SUBDIVISION RULES AND REGULATIONS
_ N 134327.95
E_ 1.194265.82 _
SET 1/r IRON PIN W/CAP
- - -
`•,�fC;l ''••••...... '`; ,
HAVE BEEN COMPLIED WITH.
N 134523.88
E 1194271.23
SET 1/2" IRON PIN W/CAP
----SET
''•••.
N 1345-M.04
E 1194G48.17
1/2" IRON PIN W/CAP
50 0 50 150 .................
N 134335.68
E 1194042.80
SET 1/2" IRON PIN w/CAP
DATE OF EXECUTION CHUCK FISER
N 134275.72
E 1194040.72 _
SET _7/r IRON PIN W/CAP
42 RIVER RIDGE ROAD
N 134267.73
N 134332.02
E 1194271.26
E 119443888
SET 1/r IRON PIN W/CAP _
SET 1/r IRON PIN W/CAPREGISTERED
_
Scale "
150 f t
DATE OF EXECUTION PAUL M. WHITE
LITTLE ROCK, AR 72227
N 134406.15
E 1194515.76
SET 1/2" IRON PIN W/CAP
-
LAND SURVEYOR
N 134450.92
E 1194602.70 -
- SET ijr-IRON PIN w/cnP-
IN . 1281, ARKANSAS
N 134425-47
- --
E 1194632.26
- -1/- --- --
SET r- IRON PIN W/CAP
N 134250.42
E 1194626.18
SET 1/2" IRON PIN W/CAP
N 134250.25
E 1194631.18
SET 1/27 IRON PIN W/CAP
N 134248.86
E I194671.15
FND COTTON -SPINDLE
INSTRUMENT NO.
N 133526.99
E 1194646.30
FND. IRON PIN
N 134549.08
E 119335&80
FND. 1/r REBAR
0
CENTERLINE CURVE DATA
CURVE LENGTH DELTA TANGENT
C1 158.96' 4532 22 83 95'
C2 160.37' 4556'3,C 84.78'
�- -- - i N88°25'04"N; O
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0
RADIUS
200.00' -
200.00'
N88725'04"W
223.15'
-------------
is' BUFFER
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LOT 1 o
1.0000 ACRES
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50• Bldg. Line
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230.68' 15' ENTERGY ESMT.
o Instr. # 2005028589
R230.00' Instr. y 2005028592 40' R/W
- - S88 00'52"E 0 CDN69'00'51" E I County Court order
Book 74, Pg. 610
230.68' ---------------- -- LC179.52'
__-_`--- ------ -.- t7 1840.00_ 19
S8600'52" E
5.00'
SW114 SW1,I4
SECTION 22
j,; R-13-Tv
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N88'00'52" W
7.53'
R 170.00'
CDS69'00'S1"W
LC 132.69' _-,
R230.00'
CDS6650'20"W
LC 178.23' _
Off' 9O
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LEGAL DESCRIPTION
S88°00'52" E
223.15'
®
�O 15
R25.00'
�� CDS49'16'07'E
A LC39.00'
/ 4 R 170.00'
°6 CDN62.45'31"E
ys� LC97.79'
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- Y NE Corner
SWI/4 SW1/4
SECTION 22
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PART OF THE SW1/4 SW1/4 OF SECTION 22, T-1-N, R-13-W, LITTLE ROCK,
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PULASKI COUNTY, ARKANSAS MORE PARTICULALDESCRIBED AS FOLLOWS:
° in
_ IN
COMMENCING AT THE NORTHEAST CORNER OF SAID SW1/4 3W1/4, SECTION 22,
'n N
I N
-HENCE SO1'58'57 W ALONG THE EAST LINE OF SAID SW1/4 SW1/4, 330.00 FT.;
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THENCE N8625'047W, 40,00 FT, TO A POINT ON THE WEST RIGHT-OF-WAY LINE
OF SHACKLEFORD ROAD AND THE POINT OF BEGINNING; THENCE SOUTHWESTERLY
I
ALONG THE ARC OF A 230,00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING
AND DISTANCE OF S68'50'20"W, 178.23 FT.; THENCE S46'01'34" W, 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 FT.; THENCE
N8900'52"W, 7.53 FT.; THENCE NO1'34'55'E. 196.00 FT.; THENCE
N8925'04"W, 223.15 FT.; THENCE S01'34'56"W, 194.42 FT., THENCE
S01'59'08"W, 60.00 FT.; THENCE S8900'52"E, 230.68 FT.; THENCE
NORTHEASTERLY ALONG THE ARC OF A 230.00 Fr. RADIUS ;URVE TO THE LEFT,
-
A CHORD BEARING AND DISTANCE OF N69'00'51"E, 179.52 FT.; THENCE
1\146702'34"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 THE ARC OF A 25.00 FT.
RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE S49'16'07"E,
39.00 FT.; THENCE S01'59'18"W, 175.15 FT.; THENCE S88'CO'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. FF. OR 1.9325 ACRES MORE OR LESS.
20
SE Corner
SW1/4 SW1/4
SECTION 22
CERTIFICATE OF ENGINEERING ACCURACY
CERTIFICATE OF FINAL APPROVAL
/1d , T A T E o f
40#0 AR �S1S I, TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION
OF THAT THIS PLAT CORRECTLY REPRESENTS A
iSTEREII RULES AND REGULATIONS, AND ALL OF THE
PROFESSIONAL PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN
INGINEEN ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY
:19♦ a R ROCK SUBDIVISION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBY
HAVE BEEN COMPLIED WITH. EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
EE
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
RECORD , 20
PAGE
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.
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dooRGr,Q u,,p PLAT OF
Tay �/A7;s L 0 T 1
i -Z4-07
ZeAJrezPOlNr ,FA16;!/ AND
SHACKLEFORD RIDGE ROAD
RIGHT-OF-WAY DEDICATION
All1 [� 1FillW�w 9
AN ADDITION TO THE CITY OF
LITTLE ROCK, ARKANSAS
JANUARY, 2007
✓VMZJl.fa-DA4J!"e1W 0)S 1]MLLVC/1lS!T= fff(a
R CML ENGINEERING, LAND PLANNING do DEVELOPMENT. SURVEYING
24 RAHLING CIRCLE LITRE ROCK, ARKANSAS 72223 07-028P
Job No.