HomeMy WebLinkAboutS-0054-C Map 3.s:+sr,Wi
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5 8804810911E.
-'8 7.4' /308.85'
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S 8b °48'09"E.
�-� 53, 72'
Al. 86 049109"l t .
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N. 0 °3/'34 "E.
— —___-- 40.0'
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s.44'Z15cy•1t- - -
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� Kdr�is Rood -�fx, t sc;e/Lt�)(/-�PrJr� ao;�w)
•S1w coo,N 89°ZB'20"f l!
SE %4 SE r4 130C. 32' FINAL PL AT
SEC 5, T/N, PI3{Y LOr5 / T�-/JPU 22 L OT5 50 THRP l BB, L 0775 //2 THlezI /251
L OTS 12.54, 1259, 125C,125D, 125E1 125 r f' 12567
POINT \VE-5T
GI/ Y Uf L// I L E �YDCK, f/UL ASK/ COUAITY14el .
2/. 53 A�/eES
' Uime,1s/0175 on C411-11es arc Chords.
2. Iron !'ins set of a,// Lo/ Corners.
3.---- - Ina'r""cofcas ul//;fy, Sewer Y Drainz,?e Eosemelf
4 ,Fadii a! S'reef 1171ersecfior�5 are 25.'
5 �/! Bui/dig Sei6raCk L ides are 25.'
0 !00 X0 300
5CAL E OF FEET
NE L'O,P SE 4'1, 5E %4, Sec -,
TIN, e/3Gy
X,9CRS' I Part of the SEJ, SE':, Section 5, T1I-N, R.43-W, in Little Rock, Pulaski
County, Arkansas, more narti.cularly described as follows: Begin at the Northwest corner
of said SEk, Slid., Section 5, thence S88048'09"E along the North line thereof a distance G 5
of 287.4 feet; thence Si°11'51'V a distance of 120 feet; thence 588°48'09"E a distance 78
of 53.72 feet; thence S1°11'51"W a distance of 170 feet; thence N88 48'09"W a distance
Of 10,1 feet; thence SO°00'42"W a distance of 274.13 feet; thence N88'55'45'E a distance
.t 164.76 feet; thence S84047'54"E a distance of 58.03 feet; thence S89°28'26"E a
distance of 416 feet; thence S76°28'45"E a distance of ti6.71 feet; thence SO'31'34"W
a distance of 20.2 feet; thence S89`28'2b"E a distance of 104.39 feet; thence S89`53'21"E
a distance of 50 feet; thence SO°06'39"W a distance of 87.52 feet; thence S89`SC_11"F.
a distance of 129 feet to a point on the East line of said SE',;, SEk, Section 5; run thence
S0°06'39"W along the East line thereof a distance of 458.54 feet; thence N89`28'26"W a
distance of 701.55 feet; thence S10°47'02"E a distance of 76.49 feet; thence SO' 31'34"W
a. distance of 53.5 feet to the point of curvarure of a 31.5 foot radius curve to the
left.;:, thence along the arc of said curve a distance of 49.5 feet (chord bearing S44`28'29"R,
chord', distance = 44.55 feet); thence 0°31'34"W a distance of 40 feet; thence N89'28'26"W
a distance of 143 feet; thence N0°3i'34"E a distance of 40 feet to the point of curvature
of a 31.5 foot radius curve to the left; thence along the arc of said curve a distance ,i
49.5 feet (chord hearing N45 31'31"E, chord distance = 44.55 feet); thence N0°31'34"E :, r_
distance of 53.5 feet; thence Nll°50'10"E a ristance of 76.49 feet; thence N89'28'26"W
a distance if 553,11 feet to a point <rn the West line of said SE3;, SE't, tiection 5; theucr
NO°00'42"E a distance. of 1148.05 feet to the Paint of Beginning and containing 21.53 acro,�
more or lest.,
_...._ _i
Tf �OTIVTIrJKTE t0?'M1VER
G %*WrtATE j&PWL A#PROVAL
We, the undersigned, owners of the real estate
Pursuant: to the Little Hock Suhdivisimi
cY
shown and described herein, do hereby certify
Rules and Regulations, and all of the
e M f
r
that we have laid ,If, platted, and subdivided, i
conditions of approval having been
..
r
and do hereby lay oft, plat, and subdivide said t
canpleted, this document is hereby
4
real estate in accordance with this plat. -
accepted. Tliis Certificate is herebv
Q
...
'exociited under the authurity of said
Rules and Regulatfonu. -
Da[r �f execution Name
`
Address
11f11e R
Uatt• -:� rx�ei: ut tell ick k'lanning�
Ron
CERTiFf-.ATE OF ENGINEERING ACCURACY
Comte
Forrest C. Marlar, hereby certify that this
(.
p ',it correctly represents a plan cwcle h� me, and
ti:I:R'fIF1QA1'E OF RECORDING
r✓E�/OOJ
.- _.
that the engineering requirements e�f the Little
This &3 cument, numher__ tnr
Kock Subdivision RuLes and ReguLntions have been
__filed
re,<,rd l9 in flat
ki 8,
complied with.
3:��--.k--•.�1�agr --.
r a
i,lY�if1 _2.fit
(Signed)
;r,
Late of F; accA r[ion F�,rresL C; Marlar, Reg. I'ruf.
i'. 1.,, J
Engineer,No.1917, Arkansas
`
CERTIFICATE OF SURVEYING ACC'URAcy
tNan:c•) Clerk
-+•...,.�
1, Forrest C. Marlar, hereby certify 'Chat this
St,orce of litl(.: 1).R.
Plat correctly represents a boundary survey mach
_
,bv me and but.:ndary markers shown hereon actually
.exist and their l )cation, tcpe and material are
.�'r' ..... .,. .�.�... -
,correctly shown.
-� - - -
Date. .0 cx �,tti )n F:,.� - , lar, �-- t Lane
.•'u-✓� •: .r. Y,c. '.,, Ar.kanaa,
Ow/VER-OE1�ELOP�R - Sf7✓E/Z5 F//VfalvG/FIL SEMI//Gt=S /NC
L/ap/TJa._ ! 51�J2/NG ST3.
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Li rrLt f��cac F/zr�.
SD U/!GE Off , 7-1 TLC� / y 3 3 _;, A��. 2 7g
113-f 4>5
" 3 /5!
9' 2Oy
123.5 517
/n5/. /•Vo 8c2 5572
SEC 4
9 SEC9
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CURVE DATA
Cvl1vE No R. a 7-
115clB9 08 66 327 3B
150' 91°11'09" 153iA' : 2i8.72'
81 150' 1 90°24'55" 151.09' ! 23G.71 ' 3,92
V I CIN17-Y MAP
8
0
L /TTL E ROCK, ARK,
C'J4G/ 7'l:7 L 6 15 pR//VC7 STREE TS
S�F'V/CFS /I�1C.
r%%.0oj MARLAR ENGINEERING CO., INC.
5318 John F. Kennedy Boulevard
E C North Little Rock, Arkansas 72116
INCORPORATED Phone- (501)753-1987
PROJECT t`�O% ^ ' T ✓V 4 S T
f"IIVAL PL A 7"
Jvarvv. SCALE
DRAWN BY: DATE
T.K. OC r 20,1E/B2
APPROVED BY: F` /W SHEET1