HomeMy WebLinkAboutS-1221-B Map 3CERTIFICATE OF ENGINEERING ACCURACY
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�H.
DATE OF EXECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL
ENGINEER NO. 5033, ARKANSAS
5I AT E �p fin.
ARAS �,,
1
� RECIS?ERE■
P16 FESSIYNAL
� EN@INL'EI<
:..
L L.............. 60 0 60 180 ��s� No.5033 �i�f'
ALL EASEMENTS SHOWN -=== ARE TO BE USED . ...
FOR DRAINAGE AND/OR UTILITIES. _
LOTS WITH ROUNDED CORNERS ARE li"1 /4- AT TI 1 i ¢ S Q l e 1 " — 6 0 t
MEASURED TO A POINT OF INTERSECTION
OF LOT LINES AND NOT POINTS ON A
CURVE.
4. DISTANCES SHOWN ALONG CURVES ARE
CHORD DISTANCES. 26
5. ALL BUILDING SET -BACK LINES ARE 25' rL�� S83'40'30"E 231 28
UNLESS NOTED OTHERWISE. kro D 4) 119.22'
(HOATVE2A 150FT.1BLDG. SET-BACK,
ET BACOK CK LINE)73 HAVE �4jO�o,� �� S"o� �9k52_ _112.06' ,d 563
7 9
6. ERROR OF CLOSURE: EXCEEDS 1:50,000 Bt,OCK ^�, 46°" w �40 9� S4"
o 77s
RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS O 4g 29 d' a°2.
ARE 25.0', UNLESS NOTED OTHERWISE. N1,�Op� 8Sp0• a6 °o 5 N 4 \
�T51'3�
8. TRACTS A, B, C, D AND E MAY BE USED 8 6 AS EASEMENTS FOR DRAINAGE AND/OR UTILITIES. 85�p s 3
190. b - b I
24 so-°p. 7% �$ N1 r 4ry�
�i 70.52' 70.25' ma's'' i, _� 8852.057Is
ON
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A
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 DOCQMENT, fyUMBE 2 9 FILED OR
RECORD � LIr L, 7g I IN PLAT BOOK
PAGE T9 �NT
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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.
7-3o -D / ,� �z
DATE OF EXECUTION PAUL M. WHITE
REGISTERED LAND SURVEYOR
eo•''"•••GISTEIIi •.
NO. 1281, ARKANSAS
4ti.............. �d •••
STATE OF'•
_••• ARKANSAS
r NO.1281
o:
:';.
SIGNATU E
NERAL NOTES: ;-JJfoN� •M•w�SJ�`.••'•
1/2" IRON PINS WERE SET AT ALL LOT CORNERS
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 THIS PLAT
D E OF EXECUTION E IC TIMBER COR�RATION
Chenol Club BI
ittle Rock, Arkansas
D.R. _ PAGE
INSTRUMENT NO. 88-61004
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ARKANSAS STATE PLANE ,s 129.54 .— °•'." F'�9 p/ N �F
CONRDINATES (NORTH ZONE) 13 TRACT E 15.17126.2 ' 81 28' 39
F 26.62'
1 N 174059.04 E 1159464.27 \ -�31\\°O. 119
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N 173821 69 E 1159325.76 �X �\ `� `� „43` °d ��� 15 eae• "e e TRACT B O
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10 N 173297.12 E 1158775.01 S? b` / 85.84'
li N 173248.68 E 1158622.35
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13 N 173406.50 E 115847628 it
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1158387.93
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1158385.37
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1159408.24
CHENAL VALLEY 18A
PART OF THE W1/2 OF SECTION 16, T-2-N, R-14-W, LITTLE ROCK, PULASKI
COUNTY, ARKANSAS; MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF TRACT M, BLOCK 48, CHENAL
VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID
CORNER LYING ON THE SOUTH RIGHT-OF-WAY LINE OF CHALAMONT DRIVE;
THENCE ALONG SAID SOUTH RIGHT-OF-WAY LINE THE FOLLOWING:
N68'43'08"W, 509.53 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A
447.47 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE
OF S7635'47'W, 509.27 FT.; THENCE S41'54'43"W, 293.39 FT.;
THENCE SOUTHWESTERLY ALONG THE ARC OF A 507.47 FT. RADIUS CURVE TO
THE RIGHT, A CHORD BEARING AND DISTANCE OF S7601'30"W, 569.21
FT.; THENCE 146T51'47'W, 237.35 FT.; THENCE NORTHWESTERLY ALONG
THE ARC OF A 924.93 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING
AND DISTANCE OF N7S30'43"W, 117.77 FT.; THENCE N77'09'44"W,
742.17 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 185.50 FT.
RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF
S85'43'25"W, 109.18 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A
18.75 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF
S56'08'01"W, 8.10 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A
188.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE
OF S2TO1'21"W, 95.00 FT.; THENCE N79'08'46"W, 50.20 FT.;
THENCE NORTHWESTERLY ALONG THE ARC OF A 188.00 FT. RADIUS CURVE TO
THE LEFT, A CHORD BEARING AND DISTANCE OF N04-03'57'W, 96.80 FT.;
THENCE NORTHWESTERLY ALONG THE ARC OF A 18.75 FT. RADIUS CURVE TO
THE LEFT, A CHORD BEARING AND DISTANCE OF N3946'00"W, 7.66 FT.;
THENCE NORTHWESTERLY ALONG THE ARC OF A 185.50 FT. RADIUS CURVE TO
THE LEFT, A CHORD BEARING AND DISTANCE OF N59'51'19"W, 110.37
FT.; THENCE N7709'44"W, 316.51 FT.; THENCE NORTHWESTERLY ALONG
THE ARC OF A 507.47 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING
AND DISTANCE OF N6603'4S W, 160.52 FT.; THENCE N5657'43"W,
210.73 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 447.47 FT.
RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF
N73'22'06"W, 222.66 FT.; THENCE N8746'2TW, 182.40 FT.; THENCE
NORTHWESTERLY ALONG THE ARC OF A 507.47 FT. RADIUS CURVE TO THE
RIGHT, A CHORD BEARING AND DISTANCE OF N6543'14'W, 381.09 FT. TO
THE POINT OF BEGINNING; THENCE S47*50'05"W, DEPARTING SAID SOUTH
RIGHT-OF-WAY LINE, 262.00 FT.; THENCE S4709.55"E, 82.95 FT.;
THENCE S47*50'05"W, 50.00 FT.; THENCE N4709'55"W, 46.69 FT., -
THENCE S4750'05"W, 112.40 FT.; THENCE S20'43'16"E, 46.83 FT.;
THENCE S2713'52"W, 372.17 FT.; THENCE S65.57'19"W, 174.73 FT.;
THENCE S8T09'53"W, 85.84 FT.; THENCE S7723'44'W, 160.16 FT.;
THENCE N4426'00"W, 61.68 FT.; THENCE N4707'29"W, 153.40 FT.;
THENCE N14'32'08"W, 255.11 FT.; THENCE SOUTHWESTERLY ALONG THE
ARC OF A 597.96 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND
DISTANCE OF S7639'447W, 25.00 FT.; THENCE N12.08'2eW, 50.00
FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 547.96 FT. RADIUS
CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N72 59'15"E,
93.09 FT.; THENCE NO2'44'57'W, 144.25 FT.; THENCE N13'37'37"W,
214.04 FT.; THENCE NOO'02'55'W, 118.79 FT.; THENCE S7948'29"W,
25.00 FT.; THENCE N19'11'31'W, 50.DO FT.; THENCE N70'48'29"E,
146.17 FT.; THENCE N19'11'31"W, 121.91 FT.; THENCE N70'48'29"E,
170.00 FT.; THENCE N50'46'28"E, 89.54 FT.; THENCE SB3'40'30"E,
231.28 FT.; THENCE S63.09'54"E, 114.69 FT.; THENCE S3700'49"E,
115.75 FT.; THENCE S29.36'20"E, 110.08 FT.; THENCE N6329'55"E.
125.56 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF SAID
CHALAMONT DRIVE; THENCE S2630'067E ALONG SAID WEST RIGHT-OF-WAY
LINE. 100.00 FT.; THENCE N6S29'55"E CONTINUING ALONG SAID WEST
RIGHT-OF-WAY LINE, 25.33 FT.; THENCE SOUTHEASTERLY CONTINUING ALONG
SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 25.00 FT. RADIUS
CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF
S75'00'21'E, 33.13 FT.; THENCE S33'30'37E CONTINUING ALONG
SAID WEST RIGHT-OF-WAY LINE, 93.87 FT.; THENCE SOUTHEASTERLY
CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, BEING THE ARC OF A
507.47 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE
OF S3£r35'18"F Po a4 FT T,� TIJr 0�11j7 n_ r 07,-. ?p,,.. ., ....
20.1860 ACRES MORE OR LESS.
7
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,TOE T. ROBINSON
WON SCHOOL
THIS PLAT
ONT
DR
VICINITY NAP
NO PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR FLOOD BOUNDARY,
AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP
FOR PULASKI COUNTY, ARKANSAS.
PLA T OF
LOTS
1-8
TRACT
A,
B, C, D & E
LOTS
1-6,
LOTS
23-337
LOTS
35-41,
LOTS
74-762
LOTS
1-16,
BLOCK
71
BLOCK
73
BLOCK
73
BLOCK
73
BLOCK
73
BLOCK
73
BLOCK
74
��M_ LJ P-4HA)L VAJLILJIMP47
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L ll ll 11 ]z !.[S®�L. K9 LiVN1.[ilH11�7 As
To be known. as 1' CHALAMONT PLACE"
BEING PART OF THE W 112 OF SECTION 16
T-2-0-N, R-14—W
PULASKI CgUNTY, ARKANSAS
JUNE, 2001 FINAL PLAT
A i d
® vWW7,..DA41'IEEIRAS d�r AW®c ffA7!xg, N1 l BY: ° . �
° . , _ . , ._ . - DATE: o
24 RAHLING CIRCLE LITTLE ROCK., ARKANSAS 72223
S—lzz1-13
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