HomeMy WebLinkAboutS-0867-YYYYY Map 2CENTERLINE CURVE DATA
CURVE
LENGTH
DELTA
TANGENT
RADIUS
C1
380.23'
72'37'06"
220.45'
300.00'
C2
206.06'
59'01'50"
113.22'
200,00'
C3
165.90'
47*31'36"
88.06'
200.00'
C4
114.42'
26'13'27'
58.23'
250.00'
C5
76.60'
29'15'36'
39,16'
150.00'
C6
37.68'
14 23'37"
18.94'
150.00'
O S80'31'23"E
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CHENAL VALLEY, PHASE 23
CHENAL PARKWAY
THIS PLAT
CHENAL VALLEY DR.
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VICINITY MAP
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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.
DATE OF EXECUTION
PAUL M. WHITE
REGISTERED LAND SURVEYOR
NO. 1281, ARKANSAS
CERTIFICATE OF ENGINEERING ACCURACY
CERTIFICATE OF RECORDING
16g11'oa' 17 7s _ SSS' THIS DOCUMENT, NUMBER FILED FOR
2p3y 55 ly
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RECORD 20 IN PLAT BOOK
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CDN55'39'26'W N �O \°� 4136 N>053��R� 50g3\ 1 U 8513'45
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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
PART OF SECTION 27, T-2—N, R-14—W, LITTLE ROCK, PULASKI COUNTY,
ARKANSAS, MORE PARTICULARLY DESCRIBED AS: COMMENCING AT THE
NORTHWEST CORNER OF TRACT A, BLOCK 92, CHENAL VALLEY, AN
ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER LYING
ON THE SOUTH RIGHT—OF—WAY LINE OF CHENAL VALLEY DRIVE; THENCE
WESTERLY AND SOUTHERLY ALONG SAID RIGHT—OF—WAY LINE THE
FOLLOWING: (1) N82'57'41"W, 425.53 FT.; (2) WESTERLY ALONG THE ARC
OF A 924.93 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND
DISTANCE OF S8933'32"W, 272.78 FT.; (3) S80'04'44"W, 1080.48 FT.; (4)
SOUTHWESTERLY ALONG THE ARC OF A 470.00 FT. RADIUS CURVE TO THE
LEFT, A CHORD BEARING AND DISTANCE OF 560'03'16"W, 321.88 FT.; (5)
S4901'48"W, 847.96 FT.; (6) SOUTHERLY ALONG THE ARC OF A 270.00 FT.
RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF
S05'36'01"E, 386.01 FT.; (7) S51'13'49"E, 289.83 FT.; (8) SOUTHERLY
ALONG THE ARC OF A 480.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD
BEARING AND DISTANCE OF S2523'16"E, 418.46 FT.; (9) S00'27'17"W,
226.58 FT.; (10) SOUTHERLY ALONG THE ARC OF A 542.96 FT. RADIUS CURVE
TO THE LEFT, A CHORD BEARING AND DISTANCE OF S17'29'03"E, 334.47
FT.; (11) S35725'23"E, 561.70 FT.; (12) SOUTHEASTERLY ALONG THE ARC
OF A 542.96 FT. RADIUS CURVE TO THE LEFT, A CHORD BERING AND
DISTANCE OF S46'37'13"E, 210.87 FT. AND (13) S57'49'047E, 17.90 FT.
TO THE POINT OF BEGINNING; THENCE N38'34'19"E, 307.32 FT.; THENCE
N69'57'45"E, 201.50 FT.; THENCE S8(731'23"E. 94.49 FT.; THENCE
S74'06'11"E, 151,33 FT.; THENCE S69'22'24"E, 316.83 FT.; THENCE
S69'41'29"E, 592.73 FT.; THENCE S08'39'54"E, 91.23 FT.; THENCE
S36'42'OTE, 60.17 FT.; THENCE S31'43'56"E, 170.48 FT.; THENCE
S55'38'50"E, 181.72 FT.; THENCE S43'24'387E, 291.75 FT.; THENCE
S45'51'51"E, 500.87 FT.; THENCE S06'44'48"E, 118.25 FT.; THENCE
S2-722'36"E, 242.60 FT, TO A POINT ON THE NORTHERLY RIGHT—OF—WAY
LINE OF SAID CHENAL VALLEY DRIVE; THENCE NORTHWESTERLY ALONG
SAID RIGHT—OF—WAY LINE THE FOLLOWING: (1) S80'13'43"W, 219.17 FT.;
(2) WESTERLY ALONG THE ARC OF A 245.00 FT. RADIUS CURVE TO THE
RIGHT, A CHORD BEARING AND DISTANCE OF S86'12'31"W, 51.05 FT.; (3)
N87'48'41"W, 276.33 FT.; (4) NORTHWESTERLY ALONG THE ARC OF A
245.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE
OF N67*41'09"W, 168.60 FT.; (5) N47 33'36"W, 653.40 FT.; (6)
NORTHWESTERLY ALONG THE ARC OF A 1037.82 FT. RADIUS CURVE TO THE
LEFT, A CHORD BEARING AND DISTANCE OF N50'31'42"W, 107.49 FT.; (7)
N53'29'48"W, 604.27 FT.; (8) NORTHWESTERLY ALONG THE ARC OF A
984.93 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE
OF N55'39'26'W, 74.26 FT. AND (9) N57-49'04"W, 751.00 FT. TO THE
POINT OF BEGINNING, CONTAINING 36.0601 ACRES MORE OR LESS.
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ARKANSAS STATE PLANE COORDINATES 6s 's�qs OD
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1 N 163174.14 E 1163855.94
2 N 163414.40 E 1164047.55 Jy \�s \ ro i1252W
3 N 163483.44 E 1164236.85 \ v� 174 �. 44 30+ gT o
a \ zg65 Jg
4 N 163467.89 E 1164330.05 \ ° �\ o r
5 N 163426.44 E 1164475.59
6 N 163314.82 E 1164772.11 \ 1t601'Sd 1 1O \ m
7 N 163109.10 E 1165327.99 TRACT B
h° ,�I 190'23'W (n
8 N 163018.91 E 1165341.74 147'26'35
9 N 162970.67 E 1165377.70 �+ oa m
10 N 162825.67 E 1165467.36
11 N 162723.13 E 1165617.39 9 1 36.16• ,^ s44joS I 6
289.06' f �ao5d
TT y ��
12 N 162511.19 E 1165817.89 C'?'146.36
13 N 162162.40 E 1166177.36 \ A N87'48'41"W 276.33' s 13'43 W
S80• •
14 N 162044.97 E 1166191.25 18 CHENAL VALLEY DRIVEO7 16 _ 2�9.17 —
1 N 161829.54 E 1166302.81
16 N 161792.34 E 1166086.81 R245 00' (60' RIW)
N 161788.96 E 1166035.88
N 162304.46 E 1165121.57
N 162774.14 E 1164491.56
CDN67.41'09"W
LC 168.60'
R245.00'
CDS86'12'31"W
LC51.05'
CER1IFICATE OF OWN
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
DELTIC TIMBER CORPORATION
7 CHENAL CLUB BLVD.
LITTLE ROCK, AR
D.R. 621 PAGE 233
INSTRUMENT NO.
RTIFICATE 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
GENERAL NOTES:
1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS
2. ALL EASEMENTS SHOWN =____= ARE TO BE USED
FOR DRAINAGE AND/OR UTILITIES AND/OR PEDESTRIAN
PATHS OR TRAILS.
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.
5. ERROR OF CLOSURE: EXCEEDS 1:50,000
6. RADII AT INTERSECTION OF STREET RIGHT—OF—WAYS
ARE 25.00 FT., UNLESS NOTED OTHERWISE.
7. 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.
8. ALL FRONT BUILDING SET —BACK LINES ARE 25 FT.
9. THERE IS AT LEAST A 10 FT. EASEMENT ACROSS THE FRONT OF ALL LOTS,
ADJACENT TO THE STREET RIGHT—OF—WAY.
10. TRACTS A, B, C AND D MAY BE USED AS EASEMENTS FOR DRAINAGE AND/OR
UTILITIES AND/OR PEDESTRIAN PATHS OR TRAILS. REFER TO BILL OF ASSURANCE
FOR RESTRICTIONS ON USE.
Sewer No� Ay��`z(D�� To Tanis r r
w
PLAT OF
LOTS 1-21,
TRACTS A, B, C & D
BLOCK 98
BLOCK 98
MANNINNIEMY
•1 \ 4 II) II) I I I
I.I 1 11.1'. I.A)t
To be known as
" SANCERRE COURT"
BEING PART OF SECTION 27,
T-2-N, R-14-W
PULASKI COUNTY, ARKANSAS CPT 1K
JUNE, 2005
13 VV1L111L 1111E LYsY1111Ls11JO a L"S1gyAg®cm1I 1L 9 ff\T( .moo
Qi CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223
t.
05-471P