HomeMy WebLinkAboutS-0128-C Map 5Y
LATER PHASE
SW COR. SE SE SEC. 19
L CONCRETE MONUMENT
7:�,
10,
9y 20„
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Flursuant to the Little xocx Subdi-lision
Rules and Regulations, and all of the
col,ditions of approval having been comp-
lel.nd, this document is hereby accepted.
TlJ s Certificate is hereby executed under
tjo, authority not said Rules & Regulations.
(
Dace Of ExQ1cution L.R. Planning
Commission
:ERTIFICATE OF OWNER
4e, th4 undersigned, owners of the real
astate 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.
(Signs )
3 - F I?
Date of Execution ame
Address
Source of Title:
Instrument No. 82-30612 9/2/82
CERTIFICATE OF ENGINEERING ACCURACY
p I , c,5orr hereby
I r �---
this plat correctly represents a plan
made by me, and that the engineering
requirements of the Little Rock
Subdivision Rules and Regulations'have
bef-n complied with.
pzj'.'of Execution
(Signed)
Name.�R gistered
Professional
Enqineer NO.
Arkansas
�o
P
SCALE I"=100'-0-
/ Q� 0 50 100 200
`4�1
/01
9011
0
0
6 \ 0 \ 32
v v�ryo.o 0
CURVE DATA
I
2
3
4
p
16°23'
41°3d00"
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'
558.84'
818.60'
D
1 13° 59 55'
16°26 42"
l0°37'59
6" 59 57"
GENERAL NOTES
I. ALL DISTANCES SHOWN IN CURVES ARE CHORDS.
2. ALL SUBDIVISION CORNER AND LOT PINS HAVE BEEN PLACED IN ACCORDANCE WITH
THE SUBDIVISION ORDINANCE.
3. ALL EASEMENTS ARE FOR DRAINAUL AND UTILITIES AND ARE DIMENSIONED.
4. VEHICULAR ACCESS FROM HINSON SHALL BE AT DESIGNATED LOCATIONS.
CERTIFICATE OF RECORDING'`
This document, number filed for
record . k- 19-1 - , in -Plat Book L__,
` h o
\0i o \c3 ,• S VICINITY MAP Page
?I cc
ro 29. %0) `s9 ° 2•ij\
4 TY EA EM T �Q O
- - --- � ----------- r9 _
N 89041-61, 355.66' $ 6°9T , �� O
9
(Signed)
ame) Clerk
FLOODWAY LINE C�MONLTMEIENT\� .\40 S/T• \ 23 LOT NO. MINIMUM BUILDING
`ru"-j 9c` 'D FLOOR ELEVATION
Ik
R- I3- W m ` T/p/V BENCH MARK TOP DROP INLET SE CORNER EL DCRAD
OI I
/ C O i �c•J �O 9 HINSON ROAD EL. 349.90- _. 2344.0
/ O a IS UTjL.i T-Y EASM'T \� Zd`� >r ` .� \09 _ 3 343.�J -----
ti / eT° i O✓
�G, z I�o 2 / i` A', cG �, S 46.35'59 E 116.64 4 342,6
\A\\ / e\
\N\ r
A/ r� 0
10
\yq, h0h
E 104.65'
gel
l5 2?SODa`�SS. y�tK �` n\\�S17039'29"E 246.87
ERTIF7CATE OF SURVEYIXG ACCURACY; I. Robert J, Ri,:ha.rdson \ tea 02 W p W
hereby certify that this plat correctly representS a bound-
ary survey made by me and bl,+_lndary markers shown hereon
actually exist and their lo, 3tion, type and material are pHAS5- N 17°39 29'W -A 1
correctly shown. (ii ed) LATER
tere
3.l Regiutered 1.anii a rveyoi• Q� �, Ar.
DaT t@ o Execution
hr<ii rs iptio,: Fa,-+ of 'e-ctior,s 19,2L,`9 `f-:-+1, R-13-W City of
LSttl«, ,vu•:, tUlA6K1 (;o. mOra part �ularly decribed as follows.
Iie i!;niI. at the.5 Corner of Section 19, T-2-N, R-13-W, and the common
cprners of Sections 19,20,29 & 3U, and the NE Corner of Hickory: x13a
to . s9uth, li S61e 19
,inbdivisio _; thence 1 &9041' 02"W" bie.. p l°38'GB h
aryl the Berth beuncitp°v line �� a poi:it on the centerli di` 1inson
�Fioadt thence S54`4%' 9"Fs y++5=-17' along the centerline of Hinson Road to the
PC of a circular curve to the right; thencelS46 35 59"E 116.64'oaloFng the
chord to the PT of said ri:cAiar curve to the right; thence S38 24 '9"E
104.65' to the PC of a Ciroular curve to true right having a radius of 348.41';
thence S17"39'29"E 246.87''aleng the 04ord to the PT of said oirhular curve
to the right; thence S3°11'32*W 241.68' to Ue PC of a circular curve to the
•fight; thence 611°.^°13W 14F,�i 09' along_, the chord to the PT of said circular
I•vF- to the right; then. 1R°52' 3"W 60.4' to the F'U of a c�reular curve
1ef't; thence S16°:9'S?"W FR•G?' along the chord to the PT of said cir-
^elar Cur•,k3 to the left thencA + " '•'02"W 41.2' to a point On the West
right of flay li.:e of til',- -on Roar' a ,d '.T PC of a northeasterly cxrrve to the
.right having a radius of �' b', t;enca N16°54'11"E 61.6' a14ng" the chord
to the P? of said Lirculc+���urvc. tt.e right; 'the ice N18052'53'�. 60.4' to
the pi„ of a circular cure to tr,c 1.eft,; thence Nli .'c'13"E i?6i170 along the
chord to the PT of aaid �:ircular c+eve= to the left;.thence 143°li' 32"E 241.68'
to thn of a cur ulcer r+arve to the Left having a radius of 308.41'1 thence
N17°3 2c.-W 218. "3' al4r�; tF:ey chord t the i'P of said circular altrwe to the
left; thence X38�24'490W, 104.65' to tt� P^ of a circular curve tO the left;
thence N40045'6VW 30.38' al u the chard' of a circular curve to the left to
EL p. o. c. and the NE vart�ar cLonglea -Estates PhI; thence S44°42'13"WN 252.26';
Thence N54946'05"W 2750 to a point 4n the West line of Sec 29 and the East
line of WWiekorY' hills Suwiv.,ethence A 004&'05"W 250.0' along the West line
of Sec 29 and tie East line rile Hi.ckorY Hills aubdiv. to the Point of Beginnil.
containing 6.47 Acres more or less.
218.53'
I
I
,
c S 36 11' 32)k-
241.68
I
N 3° I I+ 32"E
241. 68'
1
�I m 1
�/ j 1 S II002' IS4 147.09
11 a7
N 11°02' 13"E 13617 1 31
N180560.4' Est- S 18052'53" W 60,4'
P
N 16°54'11"E g 16°29'59" W 68.03'
61.61' �✓
U
N62°11'02'W 41.2
5 342.0
6 - --- -341.0
-- - 340.6
ELEVATIONS BASED ON FEMA FLOODWAY MAPSAS MODIFIED
BY STUDY APPROVED BY LR PUBLIC WORKS 8r US CORPS
' n°v OF ENGINEERS SUBJECT To FINALAPPROVAL OF REALIGN-
n M�T OF TAYLOR LOOP CREEK. - - -- -
.
k�, ) HINS ROAD 80+ R/ W
4 Q� U11 PDINLIN
-COMMON
LOT ACCE`.S
LINE EASE MENT
40' X 40'
HINSON RD. ACCESS DETAIL
LOTS I THRU 7
OWNER: KELTONR.BROWN
CLOSURE 1165065 13700 BECKENHAM
,4gi4,eWD F 0 5//z/c93