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Vicinity Mop
Scale: 1 " = 2000'
ARKANSAS
COORDINATES
N = 156757.3480
STATE PLANE
(NORTH ZONE)
E = 1175709.5070
2
N
= 156846.7739
E =
1175693.8560
0
N
= 156961,0129
E =
1175671.3687
®
N
= 156961.0129
E =
1175361.0070
5
N
= 157010.7051
E =
1175361.0070
0
N
= 157026.2887
E =
1175314.5070
0
N
= 157223.8526
E =
1175314.5070
®_
N
= 157217.7027
E =
1175474.9561
9
N
= 157208.0120
E =
1175594.8551
10
N
= 157031.1633
E =
1175644.7778
11
N
= 157033.5599
E =
1175654.4864
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 LITTLE ROCK, ARKANSAS.
(FIRM COMMUNITY PANEL # 05119CO314H, DATED JUNE 7, 2019)
�RECIPROGAL ACCESS EASEMENT
AGREEMENT (INST. #2017000756)
(HATCHED AREA)
(TERMINATED V14 DOCUMENT RECORDED
AS INST. #2017081308)
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50 0 50
NC�N71
Scale 1 " = 50 ft
0
150
R=507.46'
CD=S 87'48'18" E
LC
N
-160.57
S 8522'45" E 120.29'
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15' Drarnaya & S 22'45- E
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LOT BR
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PARKING EASEMENT p�'1 /
♦ /
(INST. #2000077648)
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N 90'00'00" W 702.81'
PARKING EASEMENT
(INST. 12000077648)
LOT A
TRACT 13
LEGAL DESCRIPTION
A PART OF LOT BR, TRACT 13, CHENAL VALLEY GMAC CENTER, AN ADDITION TO THE CITY OF LITTLE ROCK,
PULASKI COUNTY, ARKANSAS AND BEING SHOWN ON PLAT RECORDED AS INSTRUMENT NUMBER 2019061441,
RECORDS OF PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT BR, TRACT 13, CHENAL VALLEY GMAC CENTER, SAID
POINT LYING ON THE WESTERLY RIGHT-OF-WAY LINE OF CHENAL PARKWAY; THENCE N09'56'17"W, ALONG
SAID WESTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 90.78 FEET,• THENCE CONTINUE ALONG SAID WESTERLY
RIGHT-OF-WAY FOLLOWING THE ARC OF A 2784.80 FOOT RADIUS CURVE TO THE LEFT HAVING A CHORD
BEARING AND DISTANCE OF N11'08'10"W, 116.44 FEET TO THE POINT OF BEGINNING; THENCE S90'00'00"W,
A DISTANCE OF 310.36 FEET, THENCE N00'00'00"E, A DISTANCE OF 49.69 FEET, THENCE N71'28'21 "W, A
DISTANCE OF 49.04 FEET, THENCE N00'00'00"E, A DISTANCE OF 197.56 FEET TO A POINT ON THE SOUTH
RIGHT-OF-WAY LINE OF ST. VINCENT WAY; THENCE ALONG SAID SOUTH RIGHT-OF-WAY LINE FOLLOWING THE
ARC OF A 507.46 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF
S87'48'18"E, 160.57 FEET; THENCE CONTINUE ALONG SAID SOUTH RIGHT-OF-WAY LINE S85'22'45"E, A
DISTANCE OF 120.29 FEET TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF CHENAL PARKWAY; THENCE
ALONG SAID WEST RIGHT-OF-WAY LINE THE FOLLOWING COURSES: (1) FOLLOWING THE ARC OF A 2774.80
FOOT RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF S15"45'50"E, .183.76
FEET; (2) N76'08'01 "E, 10.00 FEET; (3) FOLLOWING THE ARC OF A 2784.80 FOOT RADIUS CURVE TO THE
RIGHT, HAVING A CHORD BEARING AND DISTANCE OF S13.06'01 "E, 74.48 FEE TO THE POINT OF BEGINNING.
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STAtE OF
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CERTIFICATE OF SURVEYING52VEYING ACCURACY
I, DANIEL W. HAVNER, 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. nL
DATE OF EXECUTION DANIEL W. HAVNER
REGISTERED LAND SURVEYOR
NO. 1542, ARKANSAS
CERTIFICATE OE -ENGINEERING ACCURACY
"''., '4S - Eta e •'�.
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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 TH ITTLE
ROCK SUBDIVISION RULES A ATIO
HAVE BEEN COMPLIED WI
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#E.
TIMOTHY E. DATERS
REGISTERED PROFESSIONAL
aSRyE®
ENGINEER NO. 5033, ARKANSAS
PROFESSIONAL '
ENGINES
'6r o Ar At
No.5033
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E
QERTIFICATE 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 NTH
THIS PLAT'.
IZ/r7111
DATE OF EXECUTION fOTLATCHDELTIC REAf ESTATE, LLC
# 7 CHENAL CLUB BLVD.
LITTLE ROCK, ARKANSAS
INSTRUMENT NO. 2018009550
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.
mac. 1�7 20�0) `
DATE OF EXECUTION LITTLE ROCK PLA ING
COMMISSION
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER FILED FOR
RECORD , 20 , IN PLAT BOOK
PAGE
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: EXCEEDS1:50,000
S. THE FRONT, SIDE, AND REAR YARD SETBACKS SHALL
NOT BE LESS THAN TWENTY-FIVE (25) FEET.
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°RT sus ° > IIIIIIIIII�I�I�II�IIIIIIIUIINIIIII 2019081757
o ; \ ' a`'-' � � •i,'t.4 d6: pRESE1%riEo-12-242019 os_o7:oa aM RECORDED: 12-20.201908a0:47 AM
1 = In Official Records of Terri Hollingsworth C cmUCounty Clerk
L PULASKI CO, AR FEE $15.00
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to
O PLA T OF
SE CORNER LOT BR, TRACT 13 LOT BR -1 A, TRACT 13
CHENAL VALL_vL__,_'Y
GMA C CENTER
AN ADDITION TO THE CITY OF
LITTLE ROCK, ARKANSAS
BEING A REPLA T OF
PART OF LOT BR, TRACT 13
DECEtl1BER 2019
PART OF THE NE1 /4, SW1 /4 OF SECTION 36
T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS
® WHITMATERS & ASSOCIATES, INC.
CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223
PH. 501-821-1657 FAX. 501-821-1668
PROJECT NO. 19-708D