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PHASE
LATER Qo,
SW COR. SE SE SEC. 19
CONCRETE MONUMENT
23
965.0'
CERTIFICATE, OF FINAL APPROVAL
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 uroer
the authority Of said Rules & Regulations.
Date of Ex ution L.R. Planning
Commission
:ERTIFICATE OF OWNER
4e, thQ 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,
(Stgne )
3 - 8 8 d�
Date o xecuE%n Name
Address
Source of Title;
Instrument No. 82-30612 9/2/82
CERTIFICATE OF ENGINEERING ACCURACY
I 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.
�rte of Execution
(signed) /1
Name. . glst�ere d
Professional
Enqineer No. f-7
Arkansas
93° 9 ?d'
I["
�N
moo. CURVE DATA
�O
SCALE 1"=100'-0"
\ 10
0 50 100 200
P
�\\
01' Fqm 33
\90�
0
d 0
9
I
2
3
4
6
16023'
41'3000"
15041'22"
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
D
13' S9'55"
16°2fi 42
10°3759"
6' 59 57'
GENERAL NOTES
I. ALL DISTANCES SHOWN INCUR VIES ARE CHORDS.
2. A,.'_ SUBDIVISION CORNER AND LOT PINS HAVE BEEN PLACED IN ACCORDANCE WITH
THE SUBDIVISION ORDINANCE.
3, ALL EASEMENTS ARE FOR DRAINAGE AND UTILITIES AND ARE DIMENSIONED.
4. VEHICULAR ACCESS FROM HINSON SHALL BE AT DESIGNATED LOCATIONS.
CERTIFICATE OF RECORDING
This document, number filed for
11 ` ,' / o'\,? P 0 4 T 1 / record , 19_, in Plat Book it_,
VICINITY MAP Page
EA M/T
9� 4 40.---- --.�h 2I6.9Tr9 S(Signed)
2 ,,
N S904102" W 355.66' (game) Clerk
FLOODWAY LINE CONCRETE �� v 99 O
MONUMENT ` 0 2'' O
R- 13- W w �4-0'\ r/0 - -BENCH MARK TOP DROP INLET SE CORNER EL DORAD
/ h \ ti / 9 HINSON ROAD EL. 349.90'
ZQ Z a (15= UT ITY EA,SMBTT.\`,d //
�o e 2 / /' r\` cC \. S 46•35'59"E 116,64'
y °
\G N 4'// y q \S 38°2429"E 104.65'
LOT NO,
MINIMUM BUILDING
FLOOR ELEVATION
1
347.0
2
_
3_4_4.0
3
_
343.5
4
_342.5
342.0
---- - 341.0 --
340.6
5
6
7
0 �` ` r ELEVATIONS BASED ON FEMA FLOODWAY MAPSAS MODIFIED
1611 P. / 'tij 22 Q� �jBY STUDY APPROVED BY LR PUBLIC WORKS d• US CORPS
NSA \�• i \ 2� ) FO ppp� \ OF ENGINEERS SUBJECT TO FINAL APPROVAL OF REALIGN-
MENT OF TAYLOR LOOP CREEK
0S' S9 ^ �a� 5a h� a \ \ HINSON ROAD 80' R/ W
0' k �y�\cp a A9 ` 0 \ %S17°39 29' E 246.87'
:'ERTIF1TCATE OF SUkV-EYING ACCURACY, I, Robert J. Richardson �--- -- --
hereby certify th4t this plat correctly represents a bound- ;
ary survey made by me - and boundary markers shown hereon ---
actually exist and their location, type and material are PHASE N 17°39' 29'W 1 40' BUILDING LINE
correctly shown. (Si ,ed) LJATE�
218.53' \ 1 -COMMON
31e/83 Name I \ 1` , LOT ACCESS
Date a off`" Execution Registered and C rveyor 9", Ar. \\ \ LINE EASEMENT
\ \\ 40' X 40'
Legal ll(iscriptier„ farts of Sections 19,3.0129 T-C-N, R-13-W COY of
Little :cock, t'ulaski do. Ar., suore particularly decribed as fol4dwss
theC C 1►er al Sectf,on 19, 1 2-N, R-1}-W, and the common HINSON RD. ACCESS DETAIL
garners c4 SartI*" ,a:• i�i��i ry�Hills _
subdivisions thence 1" 89`41' or -W 355•66 *=b a Sec 1% ; LOTS I THRU 7
and the north boundwy 'line of Hit4tery Hi4a Sub4iv 1 thence N$1° &&VOP W
264.94" 1 thence IN 50 12'' 1"E 282.964' to a point on the centerlin of Hinson S 36 II' 32"W
Roads thence S54° 7'29"4 94j�o17' along the centerline of Hinson oad to the 241.68' OWNER: KELTONR.BROWN
PC of a circular curve to the rights thence 646035'59".E 116.64' along the I CLOSURE 1,65065 13700 BECKENHAM
chord
to the PT of said : is s..iar curve to the right; thence S38424"29"E
104.65'
to the PC of a 6ireular curve to trig right having a radius of 348.41' ;
N3°II'32"E-
thence
S17°39'29"E 246.87' along the cflord %o the PT of &Paid circular curve
241.68'
to the
right; thence S301l'j2"W 241.68' to the K of a circular.vUrve to the
right;
thence 311°2•13"W 14�.09' alon the chord to the PT of 841A curcular
curve
to the rights thence S18°52'53" 60.4' to the PC of a cii-Q-ar curve
to the
left; thence S16°29',59"W 68.0'3'' along the chord to the P7 of said cir-
cular
curve to the .lefts thence m6?'11`,'02"W 41.2' to a point on,the West
right
of way line of Hinson Road and I** PC of a northeasterly �.prve to the
l�
right
having a radius of 85.8.6'; them N16°54'11" 61,61' alor the chord
l/ tv I „
to the
PT of said circular curve to V* rights thence Xle° 5 _'S3- 60.4' to
'J 1 S II°02 13 W 147.09
the PC
of a circular curve to the lefts thence Title 2'13"E 136.1 along the
° „ )Is �
N II 02 13 E I36.1T
!hord
to the PT of said Circular curve, to the lefts thence 1i3 1 ; 32"E 241.68'
to the
PC of a curcular curve to the i6ft having a radius of 30 411; thence
N17°39'29"W
218.�3' along the chord is the PT of said circular eve to the
left;
thence N38d, _ 90g 104.65' to t41e PC of a circular curve the left;
„
thence
N40'45'51w 30.38' alo the chord of a circular curve to ! hP left to
N18'52 53 E-� S I8052'53" W 60.4'
a p. o .
c . and the BCC", CarWr o Lon>tglea $;estates Phl; thence S44'42' 13"W 25226';
60.4
Thence
N5IR46'05"W 275Ad tot point 0'"' the West line of Sec 29 and the East
v
line of
Hickory Hills Submiv. fthence R o'48'05"W 250.0' along the West line
di
N 16'54II E W
�� 16°29'S9"W 68.03'
of Sec
2.9 and the East line Hickory Hills Suildiv. to the Point of Beginning
61.61'
containing
6.47 Acres more
N62°II'02'W 41.2'
LONGLEA ESTATES PHASE
an addition to the City of Little Rock, Arkansas,
Prepared For
BIG "K" DEVELOPMENT GO., INC.
I M. CONSULT GENGINEER
CONSULTING ENGINEERS,
INC.
TATTLE ROCK, ARKANSAS
DESIGNED Sr. SCALE. 1',.100'-00
DRAWN Br.' JMC JOB NO.
CHECKED B r RJR SHIFE r NO
DATE.' 1 /83 1 or
R