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L 50.16' "� 1 SAPg� �SEMFN 4 _ r ' P1, SRO I I � L 'C r I _r p / I PARTICULARLY DECT OF SCIRIBEDCTION 36, AS: STARTING AT TOWNSHIP
THE CENTER OFNGE SAIDI4 WEST, SECTION 3S; THENCEUS01'02R12"WS ALONG THE NG MORE
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D' \V L ,� 'I ((� (( ".z I I , / I / LINE OF THE NORTHEAST 1/4 SOUTHWEST 1/4, SAID SECTION 35, 1021.50 FEET TO A POINT ON THE CENTERLINE OF
n1�, \\ ✓ 5 V S� ` 1 • J 8 Alm C,;ij a' I CHENAL PARKWAY; THENCE SOUTHEASTERLY ALONG SAID CENTERLINE, BEING THE ARC OF A 2864.80 FOOT RADIUS CURVE TO
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NO DRIVEWAYS OFF THE IE PRIVATE DRIVES WILL
BE CLOSE; THAN 751 TO RAI ILING LOAD
General Notes:
1. Owner & Developer:
Deltic Timber Corporation
7 Chenal Club Circle
Little Rock, AR 72223
Source of Title: 621-233
2. Linear feet of New Streets: 0 Lf
3. Average Size of Lot: 2.2 Acres
4. Number of Lots: 2 Lots
5. Applicable existing covenants: None
5. Source of Water Supply: Central Arkansas Water
7. Source of Wasterwater Disposal: LRWU
8. Variances: Advance Grade Both Lots with Development of First Lot
g. Floodway / Floodplain: N/A
10. Municipal Boundaries: Inside Corporate City Limits
11. Phasing Plan: Under Contract
12. Zoning: C3
I, Daniel W. Havner, hereby certify that
this plat correctly represents a bound—
ary survey made of verified by me that
all
surveying requirments of the State of
Arkansas and City of Little Rock Sub—
division Rules and Regulations have been
compiled with and a copy of said
boundary has been duly filed for record
In offices of the State Surveryor and
_(
,he Pulaski County Circuit Clerk on
20_, in Plat Book
_Page
11-16-2017 T_)j�k
STATE OF
ARKANSAS
NO. 1542
Date of Execution Daniel W. Havner, Registered Land
Surveryor No. 1542, Arkansas
A4 A N
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RP Cry
OWNER OR DEVELOPER
Date of Execution Name
Address
Source of Tile D.R. Page
Instrument No. _
y / I D CH NAL PARKWAY, THENCE NOft7HWESTERLY ALONG SAID WEST RIGHT OF WAY
LINE, BEING THE ARC OF A 27114.80 FOOT RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF 1111'54'08"W,
/ 190.89 FEET; THENCE S7TOB'01 "W AND CONTINUING ALONG SAID WEST RIGHT OF WAY LINE, 10.00 FEET; THENCE
NORTHWESTERLY AND CONTINUING ALONG SAID WEST RIGHT OF WAY LINE, BEING THE ARC OF A 2774.80 FOOT RADIUS CURVE
TO I THE LEFT, A CHORD SEARING AND DISTANCE OF N18'51'10'Y,1, 4113,11 FEET; THENCE N5T0S'11"E CONTINUING ALONG SAID I WEST RIGHT OF WAY LINE, 10.00 FEET; THENCE NORTHWESTERLY AND CONTINUING ALONG SAID WEST RIGHT OF WAY LINE,
BEING THE ARC OF A 2784.79 FOOT RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N2744'23"W, 378.14
(J\ FEET; THENCE N31'38'39"W AND CONTINUING ALONG SAID WEST RIGHT OF WAY LINE 1010.59 FEET; THENCE S5W21'21"W
CONTINUING ALONG SAID WEST RIGHT OF WAY LINE, 20.00 FEET; THENCE N31'38'39"W AND CONTINUING ALONG SAID WEST
RIGHT OF WAY LINE, 1152.98 FEET; THENCE NORTHWESTERLY CONTINUING ALONG SAID WEST RIGHT OF WAY LINE BEING THE
/ / I ARC OF A 5829.5B FOOT RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N31'38'15"W, 1.45 FEET;
THENCE S58'21'21"W, 474.00 FEET; THENCE S17'44'44W, 345.08 FEET; THENCE ALONG THE ARC OF A 282.00 FOOT RADIUS
/ CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF S24'35'47W, 57.28 FEET; THENCE S31'25'50"W, 104.18
/ / I FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S31'25'50"W, 529.97 FEET; THENCE ALONG THE ARC OF A 340.50
FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF S24'52'30"W, 77.95 FEET; THENCE
571'25'34"E, 375.54 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF RAHLING ROAD; THENCE ALONG SAID
NORTHERLY RIGHT OF WAY LINE FOLLOWING THE ARC OF A 1497.39 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CHORD
BEARING AND DISTANCE OF N27-58'06"E, 488.85 FEET; THENCE N52-38'13"W, 347.21 FEET TO THE POINT OF BEGINNING.
G\ CONTAINING 4.3895 ACRES, MORE OR LESS.
I
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CERTIFICATE OF PRELIMINARY ®sr1St_A�T� CERTIFICATE OF PRELIMINARY PLAT APPROVAL
ENGINEERING ACCURACY 11! .GRINS S
11 L_J �� All requirements of the Little Rock
I, Timothy E. Daters, hereby certify , RRGd * * ��� Subdivision Rules and Regulations
that this plat correctly represents a 0 relative to the preparation and
plat made by me, and that engineerirr��� submittal of a preliminary plat having
requirements of the Little Rock EER ,1� been fulfilled, approval of this plat
Subdivision Rules and Regulations have'*,,TIWOTHY E. 7ATERs 11 is hereby granted, subject to further
have been compiled with. No. 5033 OI�1
provision of said Rules and Regulations
��„so��/s This certificate shall expire.
11-16-2017
Date of Execution Timo by E. Daters
Registered Professional Date of Execution Planning Administrator
Engineer No. 5033, Arkansas
OF AUly�9,,,
� = WHRE-DATERS 9�
LM c & ASSOCIATES, E O
O INC. = z
�gySAS _ EN��, •••
I � i
PRELIMINARY PLAT OF
LOTS 4C 4D, TRACT 4
CHEIVAL VALLET
AN ADDITION TO THE CITY 0
LITTLE ROCS; ARKANSAS
OCTOBER 30, 2017
REVISED NOVEMBER 22, 2017
® WHITE-DATERS & ASSOCIATES, INC.
CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT. SURVEYING
24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223
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NOV 2 7 2017 I