HomeMy WebLinkAboutS-0867-VVVVVVV MapCHENAL VALLEY DR.
THIS PLAT CHENAL PARKWAY
CHENAL VALLEY DR.
DENNY ROAD
KANIS ROAD
ARKANSAS STATE PLANE COORDINATES
NORTH ZONE
N
163174A4
E
1163855.94
N
163183.66
E
1163840.80
N
163328.50
E
1163687.53
N
163786.23
E
1163361.96
N
164105.24
-E--I
163261.47
N
164181.90
E
1163262.08
N
164156.66
E
1163292,28
N
164149.37
E
1163361.64
N
164125 13
E1163478.44
N
164175 76
E
1163671 93
- N
164241 20
E
1163747.07
N
164313.14
E
1163888 95
N
164344 77
E
1163907 37
N
164364.53
E
1163901 39
N
164383.16
E
1163898.99
N
164446 75
El
16390137
N
164508 21
E
1163893 44
N
16460724
E
1163863.48
N
164616.09
E
1163820-41
N
164645.03
E
1163785.95
N
164692.52
E
1163825.84
N
164715 84
E
1163830.63
N
164732.16
E
1163825.69
N
164764.50
E
1163810.59 _
N
164827.39
E
1163769.36
N
164385.62
E
1163398.28
N
164331.82
E
1163263.27
CENTERLINE CURVE DATA
CURVE
LENGTH
DELTA
TANGENT
C1
59.01
11,16,OT
29.60'
C2
253.31
52 46 39"
136.44
C3
213.60'
44 30'08"
112.51
C4
28.92'
3SO8'16'
-- -
14.88'
-- --
05
---
42.97
1624 51"
21.63
C6
61.24'
23'23'26"
3105,
C7
82.26
37'42'20"
VBCINITY MAP
(NTS)
RADIUS
300.0
275,00
275.0'
50.00'
150.0'
150.0,
T 25.00'
100 300
Ile 1" = 100 ft
CERTIFICATE OF SURVEYING ACCURACY
CERTIFICATE OF OWNER
tSTE I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL
EGG e b '�o PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO
ST 'OF`'• : SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF,
K SAS MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY
N .I2s1 ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL
-� .1 ESTATE IN ACCORDANCE WITH THIS PLAT.
SURVEYING REQUIREMENTS OF THE LITTLE
Si4NAT11ttF.
ROCK SUBDIVISION RULES AND REGULATIONS
.... ,,•° HAVE BEEN COMPLIED WITH.4'/3
. LAB,.•
DATE OF EXECUTION
) y(�
3 �DELTIC TIMBER CORPORATION
# 7 CHENAL CLUB BLVD.
DATE/OF EXECUTION PAUL M. WHITE LITTLE ROCK, AR
REGISTERED LAND SURVEYOR
NO. 1281, ARKANSAS
D.R. 621 PAGE 233
INSTRUMENT NO.
CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL
ARKANSAS I, TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION
RULES AND REGULATIONS, AND ALL OF THE
REGISTERED THAT THIS PLAT CORRECTLY REPRESENTS A CONDITIONS OF APPROVAL HAVING BEEN
PROFESSIONAL � PLAN MADE BY ME, AND THAT THE
hNGi1 ENGINEERING REQUIREMENTS OF THE LITTL COMPLETED, THIS DOCUMENT IS HEREBY
& * ROCK SUBDIVISION RULES AND REGULATI NS ACCEPTED. THIS CERTIFICATE IS HEREBY
HAVE BEEN COMPLIED WIT EXECUTED UNDER THE AUTHORITY OF SAID �'� B� RULES AND REGULATIONS.
(U l'1113
DATE OF XECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING
ENGINEER NO. 5033, ARKANSAS COMMISSION
CERTIFICATE OF RECORDING
2013073124 Received: 10/7/2013 3:00'.50 PM
Recorded: 10/0712013 03:12:16 PM Filed &
Recorded in Official Records of Larry Crane,
PULASKI COUNTY CIRCUIT/COUNTY CLERK
Fees $15.00
��S a�I3��3►�3
LEGAL DESCRIPTION
PART OF THE NWT/4 OF SECTION 27, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS,
MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF TRACT A,
BLOCK 98, CHENAL VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER
LYING ON THE EASTERLY RIGHT-OF-WAY LINE OF CHENAL VALLEY DRIVE; THENCE NORTHERLY ALONG
SAID EASTERLY RIGHT-OF-WAY LINE THE FOLLOWING: (1) N5T49'047W, 17.89 FT.; (2) NORTHERLY
ALONG THE ARC OF A 542.96 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF
N46-37'137W, 210,87 FT.; (3) N3525'23"W, 561.70 FT.; 14) NORTHERLY ALONG THE ARC OF A
542,96 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N1729'OS"W, 334.46 FT;
AND (5) NOO'27'17"E, 76.66 FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF MIRAMONT BLVD.
AND THE POINT OF BEGINNING; THENCE EASTERLY ALONG SAID NORTH RIGHT-OF-WAY LINE AND
NORTHERLY ALONG THE WEST RIGHT-OF-WAY LINE OF MIRAMAR BLVD. THE FOLLOWING:
(1) SOUTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND
DISTANCE OF S5907'26" E, 39.35 FT.; (2) EASTERLY ALONG THE ARC OF A 350.00 FT. RADIUS
CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S83'59'38"E, 69.74 FT.; (3)
S79I6'34'E, 119.29 FL; (4) EASTERLY ALONG THE ARC OF A 225.00 FT. RADIUS CURVE TO
THE LEFT, A CHORD BEARING AND DISTANCE OF N75'20'06"E, 200.01 FT.; (5) N4656'47"E,
99.64 FT.; (6) EASTERLY ALONG THE ARC OF A 325.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD
BEARING AND DISTANCE OF N63'06'44"E, 159.07 FT.; (7) NORTHEASTERLY ALONG THE ARC OF
A 25.00 Ff. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N3913'22"E,
36.60 FT.; (8) N16'49'57"W, 20.65 FT.; (9) NORTHERLY ALONG THE ARC OF A 57.0 FT.
RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N07*20'447W, 18.79 FT.; (10)
N0208'30"E, 63.63 FT.; (11) NORTHERLY ALONG THE ARC OF A 188.00 FT. RADIUS CURVE TO THE
LEFT, A CHORD BEARING AND DISTANCE OF N07'20'447W, 61.97 FT.; (12) N16'49'57"W, 103.46 FT.;
AND DISTANCENORTHWESTERLY ALONG A OFN78'24'O5"W, 4 97 FT.;(14)ON49'58R1:IWS 5U OEFIO (5) N40'01'48"EO,R62022 FT.,
DISTANCOE OFRLY N1135''55"E, 2 81 FT.; (17)ONG THE ARC OF A ON16'49'57"WS1706 Fr,; (18) NORTHERLYE TO THE LEFT, A ORD ALONG�iNG AND
THE ARC OF A 125.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N25-02'22"W,
35.69 FT. AND (19) N33'14'4TW, 75.20 FT. TO THE SOUTHEAST CORNER OF TRACT C, BLOCK 109,
SAID CHENAL VALLEY; THENCE S40'01'48"W ALONG THE SOUTH LINE OF SAID TRACT C AND ALONG THE
SOUTH LINE OF LOTS 12 THROUGH 17, SAID BLOCK 109, 576.94 FT, TO THE SOUTHWEST CORNER OF
SAID LOT 17; THENCE S6616'20"W ALONG THE SOUTH LINE OF TRACT A, SAID BLOCK 109, 145.33 FT.
TO A POINT ON THE SAID EASTERLY RIGHT-OF-WAY LINE OF CHENAL VALLEY DRIVE; THENCE S00'27'17"W
ALONG SAID EASTERLY RIGHT-OF-WAY LINE, 149.92 FT. TO THE POINT OF BEGINNING, CONTAINING
5.5832 ACRES MORE OR LESS.
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.
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 E AND F MAY BE USED AS EASEMENTS FOR DRAINAGE AND/OR UTILITIES,
PEDESTRIAN PATHS, TRAILS AND LANDSCAPING WITH APPROVAL OF DEVELOPER.
REFER TO BILL OF ASSURANCE FOR RESTRICTIONS ON USE.
PLAT OF
�a m LOTS 1-117 BLOCK 109
or
TRACTS E & F BLOCK 109
C -117T�,HkI4 VkILII717
LN ADD ®N T® (DIF
�lL T1 M19 ROCK ARKNOAS
4 i To be known as ".MIRAMAR PLACE"
a INC PART OF THE NW 1 /4, SECTION 27,
{ T-2-N, R-14-W
A &I�6,66 PULASKI COUNTY, ARKANSAS
4Y: /
S.DATE: SEPTEMBER, 2013
X / _ 13 DA It 1Gt1Uay & LYlaySOtL.11lYl y INC.
Ll�/1 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
V c-+) Q 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223
Job If 13-514P