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33Z.9(a QADIUS CUQV1 60
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N 3' 05' W - 41.7' CHOQD
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f ICAN15 ROAD
EXisT. rj0' Q W - -
FUTURE 80'QW
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L.C.
NE CORNER
SE'G.8 TIN, G
SEC 5
SEC.8 -
MAIZV HAM PARKWAY
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DESCRIPTION:
WEST
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8
9
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5
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5
4
T
KAN15 RD.
Part of the NE'~ NEB of Section 8 and part of the
7
6
8
9
NWt NW$ Section 9, all in T-1-N, R-13-W, Pulaski
County, Arkansas, more particularly described as
1
THIS PROJECT
follows: Commence at the Northeast corner of said
Section 8; run thence N89'28'26"W along the North
line thereof a distance of 658.5 feet to the Point
of beginning; thence SO'31'34"W a distance of 40
feet; thence along the arc of a 31.5 foot radius
VICINITY
NINI
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P
curve to the left a distance of 49.5 feet (chord
bearing S45'32'W a distance of 44.54 feet); thence
2TY
000,
SO'31'34"W a distance of 68.5 feet; thence S5'43'W
a distance of 110.45 feet; thence SO'31'34"W a
distance of 278.4 feet; thence along the arc of a
CERTIFICATE OF ENGINEERING ACCURACY
272.96 feet radius curve to the left a distance of
41.7 feet (curve chord bearing S3'52'E a distance
of 41.7 feet);
1, Forrest �: Marlar, hereby certify that this
thence S89 28 26.E a distance of 698
feet; thence SO'24'16"W
plat correctly represents a plan made by me,
a distance of 93.46 feet;
thence S88'33'E a distance of 338.37.feet; thence
and that the engineering requirements of the
510*04'2:-E a distance of 353.63 feet; thence N77'
Little Rock Subdivision Rules and Regulations
00 W a distance of 419.64 feet; thence N62'33'W
have been complied with.
a
distance of 158.78 feet; thence N89'28'26"W a
distance of 145.29 feet; thence S54'00'W a distance
Date of Execution Forrest C. Marlar, Reg.
of 196.15 feet; thence along the arc of a 280.1
Professional Engineer, No.
feet radius curve to the left a distance of 25.5
1917, Ark.
feet (curve chord bearing N33'24'W a distance of
25.47 feet); thence N36'00'W a distance of 13.9
CERTIFICATE OF SURVEYING ACCURACY
feet; thence S54'00'W a distance of 120 feet;
thence N36°00'W a distance of 554.76 feet; thence
S89 28'26"E
1, Forrest C. Marlar, hereby certify that
a distance of 202.54 feet; thence along
the are of a 332,% test
this plat correctly represents a boundary
radius curve to the right
a distance of 41.7 feet (curve chord bearing NL'
survey made by me and boundary markers shown.
O
05'W a dia"nce of 41.7 feet); thence N0.31'34"E
hereon actually exist and their location, type,
a distance of 278.4 feat; thence N4 40 W a distancli
and material are correctly shown.
of 1I14,45 feat; theoce:NO'31'34"E a distance of
64,5 feet; thence along the are of a 31.5 feet
radius
Date of Execution Forrest C. Marlar, Reg,
curve to the.1•eft a distance of 49.5 feet
chord bearing 10440281W
Land Surveyor, No. 96, Ark.
i(•curve
a distance of 44.54
feet); thence NO'31'34'JR a distance of 40 feet;
thence 88902E'26"E
CERTIFICATE OF Pi APPROVAL
a distance of 143 feet to the
Point of Beginning and containing 10.1 acres, more
or less,
Pursuant to the Little Rock "ubdivision Rules
and Regulations and all os the conditions of
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a.
approval having been completed, this document
CERTT.FIG4TE OF OWNER
is hereby accepte<I. This Certificate is
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a
hereby executed under the authority of said
We, Lice undersigned, owners of the real estate
Rules anti Regulations..
shown and described herein, do hereby certify
that we have laid off, platted, and subdivided,
and no hereby Lay off, plat, and subdivide said
Date of Execution Little Rock Planning
real estate in accordance with this plat.
Commission
- !'
---
CERTIFIC 11 OF--RE�iRD1NC
w��rr�•
Date of $xecution
for
------ on Page
S 89' Z8' Z&o'E - ZOZ.54' �- 5 89' 28 Z(o E- ro98' f nDDRESS --- (Signed)
to.T2.4_
94'
. ` ---
od,--�� --.-_. -1coP 179 `�3'tr \ I hi 3,9 Name - Clerk
I2�D OT, W '9 _ �. geed Record 2ittleq ,crca
O. 9 eurce of 'Title:
\ cY lD �, 1 1 l t,p? I iinie ate,, kii... T
\1- \ NW COQ. S W W g , Instrument Y zaoa
\ \ y b r� d / i Pa a 113Si„ s,rlaTs
\ \ s m N/ 1 t 2 Z t: otv srmr
6 ° 'o yp� 10b� \ I82 6 Id3 184 = 185 N 180 18? N of NW;4 NW 4
$EC.9, TIN, Q13 W 0 NO ADDITIONAL EASEMENTS REQUIRED
4h2 5 wry 2 2 2 ❑ AS SNOW.I
z5 BLDG. MIAMI EASEtAtNTS ARE REQUIRED
188 � NE COIZ S% w% W%
. LINE ro S 88' 33' F - 338.37NW NW
/ y * ti r 30.4 �B 80.9' $EC4o1 T N , Q 13 w DATE:
\ m a
'�; \\� /s� / �M !� iP v_� s \ 31.2' 59.9' e 42' or
34 24 6` I v 5' G5' sb 24.3' 3to.4' o \ - - 0 - = - - -- - -
e- -
E L k Q U N COVE - 5 0 Q W <\,
_ 98.1 s•,m I FINAL PLAT
S 89' 28 Z60 E- - 178. 89' -� - �� 5' A of
T 190 a O LOTS 126 THQU 132 LOTS I THQU 207
,, c z 5
d / 8 8 N
1. �\on O.�32•, p:a'i. 3 Q: 20g S , T; 5 -
ro
s.
60
6S
6 0=2 � 495, S � 193 15
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50,
14.2
010/ 19 4 �'
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ad ws. o„� N1
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NOTES 33w. 199
I. DIMENSIONS ON CU2VFS ARE CHORDS. ♦4 ♦�\^��h 7S8>dr e•� N /98 ,/�
Z. IRON PINS SET AT ALL LOT COQruL25. \ o \ 6S, �s �' �� g N `"' . Is
3. ---INDICATES UTILITY, SEWEEQ 4 D2AINAGE EASEMENT. �ti .5-� �� /97 0
4. QADII AT 5TQEET INTE25ECTIONS A1ZE 25 • \ aD vas. g`^� �9.2 /96 ti 195
5. ALL BLDG. SETBACK LINES AQE Z5'
5 �D O�J bt
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OWNE12-DEVELOPE12- - POINT WEST JOINT VENTURE III 'U 'h • L� '
5002CE- OF TITLE - INST. No. 83- 47ZOO
PREPARED FOR
POINT WEST JOINT VENTUQE- III
ZIZ CE-NTE-2 STQEET
LITTLE 2.00IC , AP . 72Z01
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5
25' BLDG.
LINE
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204
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N 89' Z8' Zro"
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MARLAR ENGINEERING CO.. INC.
5318 John F Kennedy Boulevard
E C North Little Rock, Arkansas 72116
INCORPORATED Phone- (501)753-1987
2ND ADDITION
AN ADDITION TO THE CITY OF -
LITTLE V-OCIC , PULASKI COUNTY, AR.
0 50 100 15O
SCALE OF FEET
e _ tin
r� • � ati
N 77•00,
W-
��• 5 E- C 0 2 . 51/Z W �2 N i2
S004ZZE-307.47'-- NW1'4 NW/4
�' SEC-C), TIN, Z13W
PROJECT
FINAL PLAT - POINT WEST ZND ADDITION
LOTS IZ(o TH2U 132 � LOTS 179 THQU 207
AN ADDITION TO LITTLE IZOCIC I AP-.
pTI pR�
��--�
i it[ ASi I
9161STRAID
FA*FISSIONAL
� {A1N1lItt■ �;
? ..t .
?� N0. 1917 2'
NO
FORRIM G INARLAR, ML
REGISTERED
LAND SURVEYOR
STAT[ OF
ARKANSAS
NO. 96
Ow
111 = 50,
DATE
JEQ MAY Z41lci85
EC M SHEET I
OF