HomeMy WebLinkAboutS-1261-A Map 6ARKANSAS STATE PLANE COORDINATES
NORTH ZONE
1 N
133775.10
E
11B8079.65
2 N
133817.28
E
1188111.55
3 N
133816.79
E
1188126.54
4 N
133808.71
E
1188341.31
5 N
133783.7.3
E
I I B834D.37
6 N
133779.22
E
1188460.29
7 N
133689.28
E
1188456.90
B N
133688.90
E
1188466.90
B N
132765.45
E
1188432.16
0 N
132774.13
E
1188201.59
1 N
132764.66
E
1188189.96
N
132781.11
E
1188177.18
3 N
133017.59
E
1188086.61
4 N
133078.08
E
1188084.93
40 0
Scale 1" = 40 ft
120
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 KENWOOD ESTATES INC.
5510 HAWTHORNE
LITTLE ROCK, AR 72207
O D.R. PAGE
N • �
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INSTRUMENT N0. L� b672� ZQ
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S8607'50"E ® "1 3
S87'50'45"E 214.92' 0 _
w 30.51O 5.00
Brs� 164.93' o, o
N N r--10 I'EF:Ca ACCESS ESMi, I I pN CV
z o i & UNDISTURBED BUFFER i O Qs rn S87 5D'45"E 120.0D'
CERTIFICATE OF SURVEYING ACCURACY
Southwest comer--� - �. 0I - I (. � 19a 120.00' cA
oT/iO4NS2i/4 Q - I- - - - - _ - o _ - I Qt. I I, PALL M. WHITE, HEREBY CERTIFY THAT THIS
T-i-N,-13-W �. I Ivt - 1- I PLAT CORRECTLY REPRESENTS A BOUNDARY
I I rn 25.0' - ,, - - SURVEY MADE OR VERIFIED BY ME, ALL
L 25_BLDC LINE - � I 25.0' 5•0' � � i� 3 North Lute NWl/4 NNf/4 MONUMENTS REQUIRED ACTUALLY EXIST AND
Sa -- W $1 0 `n o ARE CORRECTLY SHOWN HEREON AND THAT ALL
�Yb. / n o I I Io p> CD SURVEYING REQUIREMENTS OF THE LITTLE
- - - - - - - - - - - i o oc rn ROCK SUBDIVISION RULES AND REGULATIONS
164.77' 10' ESwr zv v I L I .�•••....•• HAVE BEEN COMPLIED WITH
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R470.00'
CDN01'35'09"W
LC60.52'
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S67'S0'45'E
204.70'
'0' ESMT 167.12'
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15.0' 25.0 I I
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1 1 166.97' I 0000,
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L--10' NO VEHICULAR ACCESS E
I I & UNDISTURBED SUFFER
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166.37'
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166.25'
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161.42'
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\ C5 113.20'
O, sr35D R455.00'
`f r CDN18'31'32'W
�< LC319.99'
L I,1J c
359.70'
132.50' 10' ESvT
25' EiDG lAiE I
75
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a' l 22.5' 1 �p I
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132.50'
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25.0' 107.03'
12t•�'ssl sD.D i'orz6. ��p1
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84
\ ^ I
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\ 6` \
o I
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1 30.0'
�sAs` I ESWT o
10' ESMT 230.73 -- - - - 'J so0) "
R470.00' nrj N8 T 50' 45" W
CDN37'50'37"W 4� 60 230.73'
LC20.83'
N .1281 1 DATE OF EXECUTION CAUL M. WHITE
o MO*ANPS.. _ 1 REGISTERED LAND SURVEYOR
UU" °A NO. 1281, ARKANSAS
�f�rAL LA1r'�S�
CERTIFICATE OF ENGINEERING ACCURACY
1, TIMOTHY E. DATERS, HEREBY CERTIFY
THAT THIS PLAT CORRECTLY REPRESENTS A
`�,✓�*T_ PLAN MADE BY ME, AND THAT THE
J %1 A i E V.ENGINEERING REQUIREMENTS OF THE LITTLE
ill"' At AN AS 4 ROCK SUBDIVISION RULES AND REGULATIONS
Is * Is HAVE BEEN COMPLIED
REGISTERED
PROFESSIONAL -7 z.
ENGINEER
* e + vj jif DATE OF EXECUTION TIMOTHY E. DATERS
►'l1 No.5033 0 REGISTERED PROFESSIONAL
°Tyy E oP� ENGINEER NO. 5033, ARKANSAS
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 '2-0221 0 Z21
FILED FOR
RECORD JLA1T, 200- IN PLAT
BOOK "`••""'`•.•
•`.
PAGE
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pc
GF. `; "� : _ � G_^c; CcJ:ty Clerl: & Recoroer
QGL0
• P1 'e` ,aJ � i
•''� �' �'> �
_
GENERAL NOTES:
:,•��," "IQg3�;:
1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS �'•.� ��35 .•••
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
CHORD DISTANCES.
S. ERROR OF CLOSURE: EXCEEDS 1:50,000
6. NO VEHICULAR ACCESS TO ANY LOT FROM
DAVID 0. DODD ROAD.
7. THERE IS A 10 FT. EASEMENT ACROSS THE
FRONT OF ALL LOTS
ADJACENT TO STREET RIGHT-OF-WAYS AS
SHOWN.
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 LITTLE ROCK, ARKANSAS.
l FIRM COMMUNITY PANEL # 050181 0083 F. OCT. 19, 2001
t I
LEGAL DESCRIPTION
PART OF THE SW1/4 SW1/4 OF SECTION 21 AND PART OF THE NW1/4 NW1/;
OF SECTION 28, T-1-N, R-13-W, PULASKI COUNTY, ARKANSAS, MORE
PARTICULARLY DESCRIBED AS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID SW1/4 SW1/4, SECTION 21:
THENCE N01'52'10"E ALONG THE WEST LINE OF SAID SWi/4 SW1/4, 43.20
FT.; THENCE S8fr07'5(Y"E, 30.51 Fr. TO A POINT ON THE EAST RIGHT-
OF-WAY LINE OF DAVID 0. DODD ROAD, BEING 30.00 FT. FROM THE
CENTERUNE THEREOF AND THE POINT OF BEGINNING: THENCE
S88'07'50"E, 15.00 FT.; THENCE S87*50'45"E, 214.92 FT.; THENCE
S0709'15"W, 25.00 FT.; THENCE S87*50'45"E, 120.00 Fr.; THENCE
S0709'15"W, 90.00 FT.; THENCE S87*50'45"E, 10.00 Fr.; THENCE
S0709'15'W, 924.10 Fr.; THENCE NB750'45"W, 230.73 FT.; THENCE
S5753'12"W, 15.00 FT.-O A-FOINT ON THE EfST RIGHT-OF-WAY LINE
OF SAID DAVID 0. DODD ROAD; THENCE NORTHWESTERLY ALONG SAID EAST
RIGHT-DF-WAY LINE BEING THE ARC OF A 470.00 FT. RADIUS CURVE TO THE
RIGHT, A CHORD BEARING AND DISTANCE OF N37'50'37"W, 20.83 FT.;
THENCE NORTHWESTERLY CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE
BEING THE ARC OF A 336.23 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING
AND DISTANCE OF N20'57'25"W, 253.23 FT.; THENCE NORTHWESTERLY AND
CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE BEING THE ARC OF A
470.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF
N01'35'09"W, 60.52 FT.; THENCE N0703'44 E CONTINUING ALONG
SAID EAST RIGHT-OF-WAY LINE, 739.68 FT. TO THE POINT OF BEGINNING,
CONTAINING 8.2677 ACRES, MORE OR LESS.
FINAL PLAT OF
Lots 1 & 75-96
Kenwood Estates Subdivision
Phase IA
An Addition to the City
of Little Dock, Arkansas
Being part of the S1 I/4 SWI/4 of Section 21 and
NWI/4 NWI/4 of Section 28, T-1-N, R-13-W,
Pulaski County, Arkansas FINAL PLAT
JULY, 2002 A Signed
BY:_ _wJ
DATE: �' 1
• CIVIL ENGINEERING, LAND PLANNING h DEVELOPMENT, SURVEYING
24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223
- Job # 02-0414
`�- 14l, l•-A