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S170 57' 20' E 522. 51'
N.E. COR. TRACT 'D-24'
RIVERBEND ADDITION
ARKANSAS RIVER / POiNT OF BEGINNING
S270 25' 40' E
402. W
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LLI ORDINARY HIGH WATER LINE OF ARKANSAS RIVER La
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12 T ACCESS,50_00_ 50_00' 9 8 DRAINAGE EASEMENT
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o ACCESS'ESM'T O 50_00' °'a 50_00'
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m c 6 o w m 5 0 l 4 �= S L= 6. 50'25'
= 31'50'50 2' - rte- o Ln } o o L = 96.24'
D= 38 g9 sot's' - J / L 5 m m o 2 0 \ T= 60.09'
T = 43.01' 9A.� m s yo 55. 00' SO - J f>P - J_ - I m m o
L = 83.80'°. 00 50. 00' '� 50. 00' 50. 00' m J J L - _m� I m 137° 8 Sof'
so 50. 00'00' _ J -10 �m
'a 50.00' 50.00' -
50.00' so 63 6,-� a
I- N 160 36'25" W _ 558:12-' - - -- --- - -- - -
o --- -- to
° °0' --
i a S70'14 00 W -
-- -- J" 25,32'
- � W ¢ '30' SANITARY SEWER EASEMENT _
_ --'a---_ _- U N T _. -_ _ _ - _
zRECORD BOOK 1111 PAGE 412 -----
p - - -- -- --- - 30 \ N W. COR, TRACT 'O -2A'
R I 50' - RIVERBEND ADDITION
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GOLF COURSE
VICINITY MAP
3
GENERAL NOTES:
I, ALL EASEMENTS SHOWN - -ARE TO BE USED
FOR DRAINAGE, ACCESS, AND/OR UTILITIES
UNLESS OTHERWISE NOTED.
2. IRON PINS ARE SET AT ALL LOT CORNERS.
3. LOTS WITH ROUNDED CORNERS ARE MEASURED
TO POINTS OF INTERSECTION OF LOT LINE AND
NOT POINTS ON CURVE,
4. ALL DISTANCES SHOWN ALONG CURVES ARE
CHORDS.
5, THE RADII AT INTERSECTION OF STREET RIGHTS OF
WAY ARE 15' UNLESS OTHERWISE NOTED.
6. ERROR OF CLOSURE : .49 / 5,000'
7. COMMON RECREATION AREA AND ACCESS,
SECURITY FENCE, UTILITY 8 DRAINAGE EASEMENT
SHALL BE MAINTAINED BY THE RIVERDALE
HARBOUR MUNICIPAL IMPROVEMENT DISTRICT.
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FUTURE UTILITY EASEMENT 65 6.5 8.5 10,
01
o N19'41b'00'W
LO 85. 00'
RIVERFRONT DRIVE (120' R/W) --- - -
CERTIFICATE OF SURVEYING ACCURACY
1, JOE D WHITE, HEREBY CERIFY THAT THIS
PLAT CORRECTLY REPRESENTS A BOUNDARY
SURVEY MADE BY ME AND BOUNDARY MARKERS
SHOWN HEREON ACTUALLY EXIST AND THEIR
LOCATION, TYPE AND MATERIAL ARE
CORRECTLY SHOWN.
DATE OF EXECUTION JOE D. WHITE
REGISTERED LAND SURVEYOR
NO. 534, ARKANSAS
CERTIFICATE OF ENGINEERING ACCURACY
I, TIMOTHY E. DATERS, HEREBY CERTIFY
THAT THIS PLAT CORRECTLY REPRESENTS A
PLAN MADE BY ME, AND THAT THE
ENGINEERING REGUIREMENTS OF THE LITTLE
ROCK SUBDIVISION RULES AND REGULATIONS
HAVE BEEN COMPLIED WITH. p
DATE OF EXECUTION TIMOTHY E. CATERS
REGISTERED PROFESSIONAL
.�`'` OGLSTEp�'a��
'STATE Of
ARKATv$AS •�'`
CERTIFICATE 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 WITH THIS PLAT.
/989
DATE OF EXECUTION
1100 i71ti��O�RoN7-pr.
0. R. PAGE
ADDRESS q
INSTRUMENT NO. 87-
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.
ENGINEER NO. 5033, ARKANSAS DATE OF EXECUTION
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER ,FILED FOR
RECORD- 19 IN PLAT BOOK_ .
PAGE
NAME
ARKANSAS IS
REGISTERED
PROFESSIONAL
ENGINEER
it, 0 No.5033 �4i
�'�h'y F
LITTLE ROCK PLANNING
COMMISSION
A trs t. ;and 1oeatei y
5' 1.'4,,e,_ on 29; NEI/4, NF.i/4, Sec, ;kin .- and N.i/4, NW114,
5,, iiUn 1.3, T -2'-N, R-12-*;, Pu'iskl .olnty, Arkansan. ritire
particu'arly described as: Rey oning dt the Northi:ds. corm ^ of
Tact U-ZA, Riverdale Addi ion, Little Kock, Arkansas; +_:•
along the North line of said Tract
t Lhe North line of ;aid TrdCt 0-2A; the•.
7l• l' +'.. to a point; thence N76°4.3'29"W, 29.:30
424.17 ft. to a point; thence
o4 fr- to a point on the urdinary high wat,=r
:N:Pli. of the ;lrkansa5 River; thence S17°57'20"E,
poi.}t; then. e S27°25'40"E, 402.31 ft. to t,,
clint,,i!ning 3.3897 acres more or less.
And an access, utility d drainage easement lying Southwest of tn,
+ above described Property more particularly described as:
leyinning at the Northeast corner of Tract 0-2A, Riverdale
Addition, Little Rock, Arkansas; thence S10°14'00"W along the
North line of said Tract D -2A, 516.94 ft. to the Northwest corner
;if TracA tJ-2A and the point of beginninv; thence 570°14'00"W,
1-,1.09 ft. to a point; thence S59054'31 W, 91.64 ft. to a point;
Chance 5%