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10
VICINITY MAP
(1"=2000')
MAP COORDINATES
POINT #
NORTHING (FT)
EASTING (FT)
1
159862.93
1175381.86
2
159542.69
1175437.30
3
159519.46
1175303.08
4
159529-31
1175301.37
5
159493,11
1175092.25
6
159803.49
1175038.52
CERTIFICATE OF OWNER ovNEE Ta'TE LLC
RVAL WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE, SHOWN DELTIC B14
. C-3
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.
CHENAL PROPERTY INVESTORS III LLC DATE OF EXECUTION
& CHENAL PROPERTY INVESTORS IV LLC
PO BOX 22407
LITTLE ROCK, AR 72221
INSTRUMENT NO. 2022-043187/2022-042070
I1II11 15111111111w 2025042191
PRESENTED 08. 2025 ca t942? RECORDED: 084)4-202503:03.18 PM
In official Records of Terri Hollingsworth Cirmivcounty Clerk
PULASKI CO, AR FEE $15.00
CERTIFICATE OF FINAL APPROVAL 1(4 � L--; �
PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES ANDS �lyy1HU
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.
LITTLE iROCK PLANNING DATE OF EXECUTION r, >
COMMISSION
CERTIFICATE OF ENGINEERING ACCURACY
1, JOE D. WHITE, JR., 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.
sa L.t
JOE . W JR DATE OF EXECI.
REG STE PROFESSIONAL ENGINEER
NO. 7094, ARKANSAS
CERTIFICATE OF SURVEYING ACCURACY
I, BENSON JOHN LEBOEUF, 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 REEN COMPLIED WITH.
2 J
TE OF EXECUTION
REGISTERED LAND SURVEYOR
NO. 1900, ARKANSAS
r• AR"AS
REGISTERED
PROFESSIONAL
ENGINEER
a0vii _
j 30' ACCESS &UTILITY ESMT.
(INST. NO. 2022043189)
FND PK NAIL , %I N8C10'44"E-348.45
"x"i
6 FND NAIL
I
/ 30' ACCESS &UTILITY ESMT.
/ (INST. NO. 2022043189)
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I I 15' ACCESS &UTILITY ESMT. (THIS PLAT)
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I O S80" 11'05"W-187.72' S80' 1 1'02"W-160J3'
II Lo
15' ACCESS & UTILITY ESMT. (THIS PLAT)It
- - - -
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LOT 6A o LOT 7A
0.7585 ACRES 0.6807 ACRES r
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FLOOD INFORMATION:
o ' I NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE
M 100 YEAR FLOOD BOUNDARY, AS SHOWN ON THE
FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK
MAP FOR LITTLE ROCK, ARKANSAS. THIS PROPERTY IS IN
ZZON2E01X�.) (FIRM COMMUNITY PANEL # 05119CO314H, JUNE
1�10
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WATERLINE EASEMEN \��'• '�� IHZ
'
i
\ \ \ —35' BUILDING SETEI \ ��
5'X25' SIGN EX. 15' SANITARY SEWER ESMT.
EASEMENT (SHOWN ON PLAT RECORDED AS INST. NO. _ — — - — — — — — — - -
-- — — — 2022043069 35' BUILDING SETBACK /
—---- —N—�--—-----,`~_�' _ SEWER EASEMENT /
�N9'49'16"W--25.00' EX. 20' DRAINAGE & UTILITY EASEMENT I /
-- 2.5 (SHOWN ON PLAT RECORDED AS INST. NO. 0 _ I _
- 2 5' 2022043069) 3.28'
N9'49' 16'W-5 00' — -
I o"Eg. s rOgs v LLC
CIiEP1AL pgoPEg'y IN
ZONY O2
GENERAL NOTES:
1. ALL CORNERS WILL BE SET WITH 1/2" IRON PINS
i (UNLESS OTHERWISE NOTED)
2. EASEMENTS INDICATED HEREON SHALL BE USED FOR
DRAINAGE AND/OR UTILITIES
3. DISTANCES SHOWN ALONG CURVES ARE CHORD
II DISTANCES.
1 4. ERROR OF CLOSURE: EXCEEDS 1:20,000
5. BASIS OF BEARINGS: ARKANSAS STATE PLANE
i COORDINATE SYSTEM, NORTH ZONE, NAD 83
6. REFER TO "CHENAL DCR" FOR MAINTENANCE WITHIN
THE ACCESS AND UTILITY EASEMENT.
LEGAL DESCRIPTION
I LOT 6, TRACT 1 CHENAL VALLEY, AN ADDITION TO THE CITY OF
LITTLE ROCK, ARKANSAS, AS SHOWN ON PLAT OF RECORD AS
INSTRUMENT NO. 2022043069; RECORDS OF PULASKI COUNTY,
ARKANSAS.
I LOT 7, TRACT 1 CHENAL VALLEY, AN ADDITION TO THE CITY OF
LITTLE ROCK, ARKANSAS, AS SHOWN ON PLAT OF RECORD AS
INSTRUMENT NO. 2022043070; RECORDS OF PULASKI COUNTY,
ARKANSAS.
y
PK NAIL 36.00' �,', 148.45' 24.50' L17.72' — -- -----------------------
EX. 15 SANITARY SEWER ESMT.
S80'10'44"W-212.23' I
FlP 4 j (SHOWN ON PLAT RECORDED AS INST. NO.
I 2 ------ N949'16"W-10.00' — 2022043069) I
------ --- ---- -----------------------
5 — —__- S80' 1 0'44"W— 136.22'
BUILDING SETBACKS:
FRONT YARD. THERE SHALL BE A
-Y
FRONT YARD HAVING A DEPTH OF NOT LESS THAN TWENTY—FIVE
RAHLING ROAD
(25) FEET TO THE
FRONT LINE OF THE BUILDING. WHERE THE TWO (2)ADJACENT
BUILDINGS ARE CLOSER THAN TWENTY—FIVE (25) FEET TO THE PROPERTY LINE, SAID
(RIGHT OF WAY VARIES)
ESTABLISHED SETBACK LINE WILL PREVAIL ON SUBJECT PROPERTY.
SIDE YARD. NO SIDE YARD SHALL BE REQUIRED EXCEPT WHERE ABUTTING A RESIDENTIAL DISTRICT;
THEN THERE SHALL
BE A SIDE YARD WIDTH OF NOT LESS THAN FIFTEEN (15) FEET.
ON A CORNER LOT,
THE SIDE YARD ON THE STREET SIDE OR EXTERIOR SIDE SHALL
BE EQUAL TO THE
FRONT YARD SETBACK -
REAR YARD. THERE SHALL BE A
REAR YARD HAVING A DEPTH OF NOT LESS THAN TWENTY—FIVE
(25) FEET. IN THE
CASE OF A CORNER LOT, HOWEVER, AND WHEN PROVIDING A
TWENTY —FIVE—FOOT
EXTERIOR SIDE YARD THE REAR YARD MAY BE REDUCED TO NOT
LESS THAN FIFTEEN
(15) FEET.(4)LOT AREA REGULATIONS. THERE SHALL BE A
MINIMUM LOT AREA
OF FOURTEEN THOUSAND (14,000) SQUARE FEET. IN ADDITION,
THERE SHALL BE A
LOT WIDTH OF NOT LESS THAN ONE HUNDRED (100) FEET
SCALE IN FEET
20' 10' 0' 20' 40' 60'
OF A(jT,
JOE WHITE
U i INC.
99 #3871 =Q
CAW
EX. 10 DRAINAGE & UTILITY EASEMENT I I
(SHOWN ON PLAT RECORDED AS INST. NO. 2022043070) I I
I i
FINAL PLAT
LOTS 6A, 7A9 & 7B
TRACT 1, CHENAL VALLEY
BEING A REDIVISON OF LOT LINES OF
LOTS 6 AND 7 OF TRACT I, CHENAL VALLEY
AN ADDITION TO THE CITY OF LITTLE ROCK
PULASKI COUNTY, ARKANSAS
JOE WHITE & ASSOCIATES, INC.
CIVIL ENGINEERING - CONSULTING SERVICES - LAND SURVEYING
25 RAHLING CIRCLE, StITE A-2 LITTLE ROCK, ARKANSAS 72223
PHONE: (501) 214-9141
DATE: JULY 23, 2025 SCALE: 1 " = 20'
PROJECT NUMBER: 23-136B
2:\DWG\2023\23-1368 — Lots 6A, 7A, & 78 Tract 1 Chenal Valley\FINAL PLAT —OPTION 2—Ktv2.dwq