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SW COR. SE SE SEC. 19
CONCRETE MONUMENT
965.0'
2'
C:RTIFICATE. OF FINAL AiPRCVr.L
Pursuant to the Little Rock Subdivision
Rules and Regulations, and all of the
conditions of approval having been comp-
leted, this document is hereby accepted.
This Certificate is hereby executed under
the authority Of said Rules & Regulations,
tat; c.f Ex .ut.g :.R • Planning
-ommission
:ERTIFICATE OF OWNER
vie, thw undersigned, owners Of the real
tstate'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.
1 S/?, �
Date o lexecution Weme
Address
Source of 'Pities
Instrument No. 82-30612 9/2/82
CERTIFICATE OF ENGINhereby certifING Y Ythat
represents a plan
this plat correctly
made by me, and that the engineering
requirements of the Little Rock
Subdivision Rules and Regulations'have
been complied with.
_�/Fps/63
of Execution
(Signed)
'J �1 r
Name. R q steced
professional
Enqineer NO.�41017
Arkansas
21
V,
ZcD6 / A`V
� SCALE I...100-0' yyJ
Q / / O 50 100 200
CURVE DATA
I
2
3
4
p
16°23'
41°3000'
15°41'22"
4°45'48'
T
58.92
132.0'
74.24
34.05'
L
117.04
252.36'
147.55'
68.06'
R
409.30'
348.41'
538.84'
818.60
1
D
13°59'S5"
16°26'42"
10°3759
6°59'5e
90`\ \ VO �• GENERAL NOTES
X,/,//
tk I, ALL DISTANCES SHOWN INCUR VIES ARE CHORDS.
OT. ��2.ALL SUBDIVISION CORNER AND LOT PINS HAVE BEEN PLACED IN ACCORDANCE WITH
,S0 / THE SUBDIVISION ORDINANCE.
0y / 9
/n10 \
C°q\ 3�J / 3, ALL EASEMENTS ARE FOR DRAINAGE AND UTILITIES AND ARE DIMENSIONED.
�` O�� �' I 4. VEHICULAR ACCESS FROM HINSON SHALL BE AT DESIGNATED LOCATIONS.
ro FICATE
o ��0 6 90� '0 \ \/ Z,o2 j T-2-N R 13-w V ThisCERTjdocumen�F numberlNG filed for
93 n a�o 1" y;,"°Z I record , 19A=, in Plat Book ,
° to Gj a 0 S \ / VICINITY MAP Page
w 1 : M0 i2 \ j., S
2s /� �,2 4 T Y E q E M T °A3, 4 oY, rL3
9 \ ' 40. A� / --�" f 216.9T ° �h ?o •, iY:
-���-� 1---- - - r-------- - TT".'.1,
r02WINE3556MONUM\ �F. R�94 �? \ 2 0 / �p O
FLOODWAY CONCRETE 0• S 3
00,
0-0 �7 qT/a BENCH MARK TOP DROP INLET SE CORNER EL DORA
R- 13- W OD c , . h �� 9 HINSON ROAD EL. 349.90'
a - SQL
CJ 15 UT f TY EASnn T° ��'r
A S Z voove 2 g1 , / /� gr� . 1 S N6.35 59"E 116.64 1 1
/
? / 0 S 319° 24'29"E 104.65
r � N � \
,S�2�O
to
vs s • ` aR g0 , 3`
i�517°
CrR'PIF=CI;TE OF SURVEYING ACCURACY, I, Robert J. Richardson
hert?by certify that this plat correctly represents a bound-
ary survey made by me acid boundary maLrkers shown hereon
actually exist and their location, type and material are
correctly shown. (Siped) ?,
�Q �8 1ftrIs
Kegistered La-�ra U rveyor , �; ", Ar.
Date o Execution
UA I
CI) pHAs� N17°39-_9'W-'i \t
Legal. Description, jar'ts of Sections 19,211.29 T-:--1V, R-1 -W C $y of
Little Rock, 'ulaskl do. Ar..nmore part c'u].arly decribedaass ollcommon
Beginning at theme Corner of Section 19. t , R-1 j-W, and tho
corners of Sections 1 20l2 & 30, and the NE Corner of Pickor' ills
+t1 ; iti�� vw- lineZ�s . f Sac I,)a �l l2enc� Cundiv; thence N51°)aRp drl
-,y%m tn� north oaundary .line of HictOry
2n4s94'; thence H35*121-31"E.262.96*� to a point an the centerline of Hinson
thence S5404?'29"E 945i17' along the centerline of Hinsoq load to the
Pr, of a circular curve to the rights thence S4603559"E 116.64' along the
cl;ord to the PT of said ri:c:blar cure to the rights thence S38°'24"'L9"i
IU4.6..' to the PC of a circular curve to the right having a radius of 348.4L
thence S17°39'29"F 246•87""aVeng the chord to the PT of said circular curve
to the right; thence S3°11'32"W 1-41.68' to the pC of a circular curve to the
right.; thence 3111-°2013"W 147.09' alonAr the chord to the PT of paid circular
curve to the rights thence S18°r,2153"iC 60.4' to the pC of a circular curve
to the left; thence ;16°a.9':.59"',1 68•03' along the chord to the °T of said clr-
^ular curvy to t}:e 1+ftt thence �V,:°11'02"W 41.2' to a point on the West
right of way line of Hinson Road and pl•p PC Of a northeasterly curve to the
right having a radius of 858.6'; thence N16°J4'll"E bl.bl' along; the chord
to the PT of said circular curve to t►.rights the�'Iee N18° ":'�B" 60.4` to
;e
the pC of a circula3 c.,rve to the left`# thence Till 213. 136. "?' along the
chard to the i'T of paid Circular curve, to the left; thence N+ '10321F ::41.^8'
to the PCs of a euraul.ar curve to the i*rft havinngg a radius of 30&41'; thence
ta1'7°39'29"N 218.r3' e14" the cord tO the 1'1' of said circular carve to tre
lefts then e jY 24' 9'ESi 104.;,4s5 to tq* PN of a oifeular curve, tjt the left;
thence N4 45'!'W 3Ii38' al the chA*d of a circular curve to 'thA left tc
a p. o. c. and the NE Cor*> r I,vt� lea *states .F'hl I thence S44'42' 43"W 25226';
Thence I45W' 46''05"W 275.0' t;: 1 point 4w the West line of Sec 29 d the :, st
line of Hickory }iiI'.t SUWJT V.Ith�ence A e48'05"W 25d•s' along thAk West l�rle
or »i: 29 anti the East 1`.rte 4,p M3 rkory }fills Subdiv. to the Point of fleginflinip
218.53
It \
I
,
N 3° 11' 32" E
241.68'
N I I°02' 13"E
NIB ° 52' 53" E -
60.4
N 16°541II"E
61.61'
N62°11'02'W 41.
39'29'E 246.87'
S 3°-11' 32"W
241.68'
r m I
S II°02' 13'W 14TO9
S 18°52'53" W 60.4'
P
16° 29 59" W 68.03
(signed)
(tdame) . Clerk
LOT N0, MINIMUM BUILDING
FLOOR ELEVATION
1 347.0
2 344.0
-343.5
4 'i42.5
' 5 342.0
6341.0
77 340.6
ELEVATIONS BASED ON FEMA FLOODWAY MAPSAS MODIFIED
BY STUDY APPROVED BY LR PUBLIC WORKS 9,' US CORPS
OF ENGINEERS SUBJECT TO FINALAPPROVAL OF REALIGN-
MENT OF TAYLOR LOOP CREEK.
HINSON ROAD 80' R/ W
40' BUILDING LINE
LOT
LINE
COMMON
ACCESS
EASEMENT
40' X 40'
HINSON RD. ACCESS DETAIL
LOTS I THRU 7
OWNER-. KELTONR.BROWN
CLOSURE I' 65065 13700 BECKENH
I ITTI c anru Al
LONGLEA ESTATES PHASE I
an addition to the City of Little Rock, Arkansas.
Prepared For
BIG "K" DEVELOPMENT GO., INC.
CONSULT. G ENGINEER
CONSULTING ENGINEERS,
INC.
A0ME1V0FD
❑TTLE ROCK. ARKANSAS
DESIGNED BY. SCALE l"-10O'_ 0"
DRAWN SY.' JMC 1/08 NO. -- -'
CHECKED BY RJR SHEET NO.
DATE. I / 21. /83