HomeMy WebLinkAboutS-1522 Map 5SET /5
V
e°
Pam°
CURVEI
LENGTH
I RADIUS
CI
1 1 1.82'
150.00
C2
41.33'
250.00
C3
142.05'
250.00
C4
112.58'
250.00
C5
165.62'
250.00
C6
Q3.69'
200.00
LOCATION
C9
a
o C10
PULASKI COUNTY COUNTY LINE ROAD o C11
SALINE COUNTY
W o:
PACKER DR
C16
c
C17
_
C18
n }
k
0
C19
2 =
v CRAWFORD LN
C20
Z
C21
a
C22
C23
ALL BEARINGS ARE BASED UPON PAGIS OBSERVATION
C24
C31
LEGAL DESCRIPTION
BOUNDARY
THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 17, TOWNSHIP 1 SOUTH, RANGE 13 WEST,
MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF
SECTION 17, TOWNSHIP 1 NORTH, RANGE 14 WEST, THENCE S87-17-14"E A DISTANCE OF 290.54 FEET
TO THE POINT OF BEGINNING, THENCE N23-36'29"E A DISTANCE OF 268.48 FEET, THENCE
N44'37'56"E A DISTANCE OF 536.37 FEET, THENCE N56'20'08"E A DISTANCE OF 328.55 FEET, THENCE
N27'16'17"E A DISTANCE OF 599.42 FEET, THENCE N69-47'56"E A DISTANCE OF 22.93 FEET, THENCE
N22'09'55"W A DISTANCE OF 60.04 FEET, THENCE N69-47'56"E A DISTANCE OF 1.15 FEET, THENCE
N07'55'43"W A DISTANCE OF 219.05 FEET, THENCE N17-53-49"E A DISTANCE OF 126.61 FEET, THENCE
N17'53'49"E A DISTANCE OF 150.08 FEET, THEN CEN55'13'02"E A DISTANCE OF 301.72 FEET, THENCE
S51'38'35"E A DISTANCE OF 299.04 FEET, THENCE S06'01'56"W A DISTANCE OF 186.60 FEET, THENCE
THENCE S53'4637E A DISTANCE OF 465.30' S15'57'23"W A DISTANCE OF 99.43 FEET, THE '", THENCE
S39'01'110E A DISTANCE OF 134.20 FEET, THENCE S21'40'11"E A DISTANCE OF 196.24 FEET, THENCE
S28'32'47"W A DISTANCE OF 307.06 FEET, THENCE N81'15'21"W A DISTANCE OF 269.47', THENCE
N30'44'11"W A DISTANCE OF 148.86 FEET, THENCE N56'07'57"W A DISTANCE OF 164.27 FEET, THENCE
S27'16'17"W A DISTANCE OF 550.85 FEET, THENCE S39'21'38"W A DISTANCE OF 264.36 FEET, THENCE
S65'4236"W A DISTANCE OF 240.53', THENCE S46-08-49"W A DISTANCE OF 339.41 FEET, THENCE
N89'17'14"W A DISTANCE OF 545.35 TO THE POINT OF BEGINNING, CONTAINING 34.07 ACRES, MORE
OR LESS.
GREENSPACE TRACT A
THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 17, TOWNSHIP 1 SOUTH, RANGE 13 WEST,
MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SECTION
17, TOWNSHIP 1 NORTH, RANGE 14 WEST, THENCE S89-17'14"E A DISTANCE OF 290.54 FEET TO THE
POINT OF BEGINNING, THENCE N23-36'29"E A DISTANCE OF 268.48 FEET, THENCE N44'37'56"E A
DISTANCE OF 536.37 FEET, THENCE N56'20'08"E A DISTANCE 0F 328.55 FEET THENCE N27'16'17"E
A DISTANCE OF 599.42 FEET, THENCE N6947'56"E A DISTANCE OF 50.83 FEET TO A POINT ON A
CURVE WHOSE LENGTH IS 21.98 FEET AND RADIUS IS 220.00 FEET AND BEARING IS N72'39'41"E AND
CHORD LENGTH IS 21.97 FEET, THENCE S27-16-17"W A DISTANCE OF 665.27 FEET, THENCE
S56'20'08"W A DISTANCE OF 336.39 FEET, THENCE S44'37'56"W A DISTANCE OF 521.97'. THENCE
S23'36'29"W A DISTANCE OF 238.09 FEET, THENCE S89'17'14"E A DISTANCE OF 54.28 FEET TO THE
POINT OF BEGINNING, CONTAINING 2.00 ACRES, MORE OR LESS.
GREENSPACE TRACT B
THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 17, TOWNSHIP 1 SOUTH, RANGE 13 WEST,
MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SECTION
17, TOWNSHIP 1 NORTH, RANGE 14 WEST, THENCE S89-17-14"E A DISTANCE OF 290.54 FEET, THENCE
N23'36'29"E A DISTANCE OF 268.48 FEET, THENCE N44'37'56"E A DISTANCE OF 536.37 FEET,
THENCE N56'20'08"E A DISTANCE OF 328.55 FEET, THENCE N27'16'17"E A DISTANCE OF 599.42 FEET,
THENCE N22'09'55"W A DISTANCE OF 60.04 FEET TO THE POINT OF BEGINNING, THENCE NU/ 55'43"W
A DISTANCE OF 219.05 FEET, THENCE N17'53'49"E A DISTANCE OF 276.69 FEET, THENCE N55'13'02"E
A DISTANCE OF 301.72 FEET, THENCE S51'38'35"E A DISTANCE OF 299.04 FEET, THENCE S06'01'56"W
A DISTANCE OF 186.60 FEET, THENCE S15'57'23"W A DISTANCE OF 99.43 FEET THENCE S53'46'37"E
A DISTANCEOF 465.30' THENCE S39'01'11"E A DISTANCE OF 134.20 FEET THENCE S21'40'11"E A
DISTANCE OF 196.24 FEET, THENCE S28'32'47"W A DISTANCE OF 307.06 FEET, THENCE N81'15'21"W A
DISTANCE OF 269.47', THENCE N30-44'11"W A DISTANCE OF 148.86 FEET, THENCE N56'07'57"W A
DISTANCE OF 164.27 FEET, THENCE S27'16'17"W A DISTANCE OF 550.85 FEET, THENCE S39'21'38"W A
DISTANCE OF 264.36 FEET, THENCE S65-42'36"W A DISTANCE OF 240.53', THENCE S46-08'49"W A
DISTANCE OF 339.41 FEET, THENCE N89-17'14"W A DISTANCE OF 71.25 FEET, THENCE N46-08'49"E A
DISTANCE OF 398.76 FEET, THENCE N65'42'36"E A DISTANCE OF 237.44 FEET THENCE N39'2138"E A
DISTANCE OF 247.36 FEET, THENCE N27'i6'17"E A DISTANCE OF 601.67 FEET, THENCE S56'07'57"E A
DISTANCE OF 231.65 FEET, THENCE S30-44'11"E A DISTANCE OF 136.54 FEET, THENCE S81-15'21"E A
DISTANCE OF 210.74 FEET, THENCE N28-32'47"E A DISTANCE OF 248.49 FEET, THENCE N21'40'11"W A
DISTANCE OF 165.18 FEET, THENCE N39'01'11"W A DISTANCE OF 120.09 FEET, THENCE N53'4637"W A
DISTANCE OF 493.67 FEET, THENCE N15-57'23"E A DISTANCE OF 129.93 FEET, THENCE N06'01'56"E A
DISTANCE OF 154.73 FEET, THENCE N51'38'35"W A DISTANCE OF 234.42 FEET, THENCE S55'13'02"W A
DISTANCE OF 247.74 FEET, THENCE S17'53'49"W A DISTANCE OF 248.35, THENCE S07'55'43"E A
DISTANCE OF 197.61 FEET TO A POINT ON A CURVE WHOSE LENGTH IS 22.19 FEET AND RADIUS IS
280.00 FEET AND BEARING IS S72'04'10"W AND CHORD LENGTH IS 22.19 FEET, THENCE S69'47'56" A
DISTANCE OF 29.96 FEET TO THE POINT OF BEGINNING, CONTAINING 5.02 ACRES, MORE OR LESS.
.E
C32
C33
C34
C35
C36
C37
C38
C39
C40
C41
C42
C43
C44
C45
C46
C47
C48
C49
C50
C51
C52
C53
C54
C55
C56
C57
C58
C59
E60
C61
C62
C63
C64
C65
C66
C67
E68
C69
C70
C71
C72
C73
C74
675
C76
C77
C78
TYPICAL STREET CROSS SECTION
3
I
0
EDGE OF SOLID
CHORD
U
DELTA
)'23"
. I /1"
LINE I BEARING I LENGTH
L1 I S6Q"A7'S6"W 1 97 On'
s
38
S �e
d hh, t�rGN40 1 /�"III \ 3
4pa S+
SE' IOU/E AP O`I• /' / t�ijl Ile \ \\ �f ',,.
1h / • oil I \ `. 4
/LOTT22 �I.LOT ?3
J II 17428.9 sy.it. \ `
/ 0.40 Ac; :.
/5 REBAR
CAP
/. ro• f
N ,ry / I x I I hrl
LOT 21
W I - 19819.6 sq.H. R3 LOT 24
/ 1 'J.19//Ny W i 19125.3 •q.H. I 0
t , 45.. r 044 AP. i O
a WI
g� c
NM I a ""�•i0 W 8,. .83' /" •� y \ B3 'e'Sa E I N SET /5 REBAR
W/ CAP
SET 'f 5 REBAR 2 1 /¢ 173380 sq2.. t �1y x / //% ,7388.5 aq.ft. 1' ol!
W/ CAP / 41.40 Ae. cIK, i L• 0.40;Aa. n/! - ;y S15'57'23"W
`�yl rl +_ S 89'3818 E 1=b �! 99.43'
'- R �- �J ' -� w
_ r -%J -7 SET /5 REBAR
r- q�/ 'n Z I N 88'Q`2�3' W -170.48' 1 0 W/ CAP � � LOT 26..' - '
I I
y Ile LOT 19 151554 sq.0.
y 1 4660.0 Aq.tt. 0.35 1c
NW J SW J SECTION 17 > in II
82897 sq.ft. ''y tAiT 1 ;
0.21 Ac. LOT
INSTRUMENT NUMBER: 99100793 £ - --- -
RESTITUTION FINANCIAL CORPORATION £'j N W500�r,62.87: �1 \UU\ 14384.8
0.33
SET F5 REBAR u1 I �H II I lsff/13.'SB Aso
W/ CAP �' I l� _ YYYJJf �• i \ g //
N 19"59'19" W 60.22'-
N 69"47'56" E 1.10,
N 2709'55" W 60.04' 7f00+ = 9\I
SET /5 REBAR W/ CAP - -
Sy. '0o
:f x
-
---------------- N 69'4TS6'-E 22.93 ```\\ g
- - _ e `
\� / LO50O.T 16 42
/
pry h' �\.�• - / r ``�%i!
• 1. I � l \ ,, '/
✓✓✓ / /�sB
30" yQ Q, i 1 LOT15
21 �f4GBZt D.4oA4. / / O' 11
LOT4 _
30 1<,� 0. oa
/
° 17542.4 f
V' e W
12 rry er ' �� :'.�. /' ng x ` u /•: �s 0.40 AG.
r
`.>
'42" iC 4 /r\ 04o e. 5' o LOT 44 `
•'� .. C 11,..ss-q.ff. /
38" AT rye �� `Se r S ez ' 0.wo At. /
'41" 2 ry / /
r< /i7
08'��
, „ \e...\,3, wB Aq. r Lora° `\�� �•/ o
11 t
to 'Y A3 ny4z.a w •.H.27" �7
�: W ,n '25-
/�• / \ _ _o / I/ 4r/�1 / . tEr
LOT 12
7r /40
'25" R
" W/ CAP SET /5 REBAR ��
_\ �• � 2 / �.. J
19 h
C •9
38
'56„ / LOTH'
'54" 5 `? 3T 161748 q.ft.
25" LOF47 J ^ ✓
b
54 ..
14 < r'
•g
O / .40 M.
'52 ° 6 3h6 '�\a
" ,pe +6�''A� aJo• 13017.<
00 MIS �\ �'U.o_u Ao J� \ \r/s 8i pQV•�2
to h 6,�
SET P5 REBAR Q "' ,��J \\ ��✓ / / .\� (A
W/ CAP - \\ \: R, 4, i / I L 'T 4 i J
'` \ \7. -LOTS `\0s r I ' 1 770.40
\��\ 100241 sq.ii. ,' \\. \\/ x. P O.V] Ac
\, 2. 13547.4 sq.H. \. \q m / \ •• /
49
\ S \ •,e \ , �' x 2
\\ ,175 2''p.ft. \` \\\ > /\. �� c\ /tea 655o. sq.f'r.
,y C \ \ \ `' , / , 's\., \` ��• / / �/" M6 SET #5 REBAR
91.3 .\C\�\�'' - / �' oq.\:\e / .�• W/ CAP
1739T3 eT:./f. \ \ ,Y' 4 �`\' / b
\\\ 0.40 Ae. \ i /\71p8 \ \\ `
`\ Ja /> PTV.'\\\\'(4`a , i7881.6 gq.tt. /�• " 1� P
SOUD SOODIN_p^ PAVEMENT SODDING / ; �`+\\ / / // X� ,�O Qf�O. 1�.,',18 \\\ \1B O.bi M..
22'-0" PAVEMENT ,./ \�faOP \ \\a I/ M� '1•
CL 4"x4'-0 ,,. LOT i \\\\ /''f' 0A t\ \\
CLASS 3 OR 4 3' ASPHALT PROFILE GRADE CONCRETE 4r `\' 15913., sq.H. �•. _.v/ / ' ^.\ \� 194408.4 5'ff.
CURB & GUTTER WEARING SURFACE SIDEWALK �+ / / \\\\ 0.37 Ac. , \� .j�\ A' \1 r 5 •� 3:1 0 / ♦ ' \
4 \.. \ \ LOT
-� [�77
11 0/// .r \"Y /" \!1g4j �\\�J2.fib66i3 Ac .ff. /t
COMPACTED SUBGRADE G;G �, 1_LoO, 4
AT 95% MODIFY PROCTOR DEN"17'f .♦�. ?• ^��:• , O i b'H:' i \�\\� ea
AT 100% MODIFIED PROCTOR DENSITY / /\
GGD , /�� , '- +a� 1, / / \ p� 18823.2 so.H. \ \„ V1 SETT/5 REBAR
.(P ... / `\..eta A `,tV �" : ��\ �• °'39 ,1a. \\ ,,/ ;/o bg� 5� w/ CAP
SLT /5 REBAR
GENERAL NOTES STREET WIDENING EXISTING STREET W/ CAP t� G� /<� gv�eP ':��\•'.\ /i j� C\�`;,p/ _\Y `�'�' S •5(7 •ji
1. IN AREAS TO RECENE BITUMINOUS PAMNG, CONCRETE DRIVEWAYS. OR CURB AND 1 / - ` " ? /� '\ LOT a4
CURER, SUBGRADE SHALL BE COMPACTED TO A OFNSIIY NOT 1E55 THAN 95% OF 3�� \ // // /•/ 2 240.2 W-H. WYc'� �� 0 % \\\ 3184i9.9 eq.!i.
MA%IMUM OENSIIY OBTAINED AT OPTIMUM MOISTURE CONTENT (AASMO T-180) /M'A OAS At.aG. \ \ J, 0.42 A<. \ v,
(/ `
/
7" VERTICAL SAW \ \ f \ I
2. FOR AREAS OF SUBGRADE PREPARATION TO RECENE CONCRETE SIDEWALKS, CUT 1 FROM \\\✓B% SET.• REBAR
SUBGRADE SHAH BE COMPACTED TO A DENSITY OF SOX MAXIMUM.(AASHTO T-180). I ` y4 ( \
EXISTING EDGE. ' / /)jam `� / ,^` `t e0• ` \, bx*y
3. CRUSHED STONE- MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A MNSRY I / / �a\,715680.1 sq:Tt. \\/ �'
OF 1009 MA%IMUM (AASHTO T-191). WIDENING EXISTING • / 038 i.:.
fob w / LOT ? �/ 9 Pi \ v 9/0• "' 9'
4. CEMERUNE PROBE WILL REQUIRE HEIGHT GREATER THAN CURB FOR SOME STREETS sy Q ,•- /
TO MNNTNN 28 MINIMUM CROSS SLOPE. / "� idl»•4 WH• / \ /% \ 1•T' ' E
W U." A.. / / ' �@� / LOT 56\ ' 44 � `� 0' ,,yryAP 0 '.
THICKNESS SHALL BE DETERMINED DY SUL TEST AND PAVEMENT DESIGN IF REQUIRED BY DEPARTMENT OF PUBUC WORKS. N,
C ,\ _ tsA
20'-0' PAVEMENT FOR MINOR RESIDENTIAL WHERE APPROVED BY Cm.
N f/ A. / _ -- / /� \ s� 0.38 At.
1'02'
N II W 170.93'
-NOTE: PAVEMENT RECONSTRUCTION TO CENTERUNE IS REQUIRED WHEN
EKISMNG STREET DOES NOT MEET THESE STANDARDS. 7r
POINT OF BEGINNING 2� H / / LOT 1
BOUNDARY DESCRIPTION 25 = r / 16894.1 p.H. 20841:sq.H. / SET /5 REBAR
GREENSPACE TRACT "A" r 0.39 A.. ! / 0.47 Ae. : / �/ W/ CAP
SET j5 RECBAApk ___ �-177,41' 25.33' - ! / _ 91.eB'
S 89.17'14 E 29D.54' W/^--1 EXISTING 20' WATERDNE EASEMENT E%15TING 20'': WATERLINE EASEMENT
�'�-- -- ------ i- S 89*17*14" E
4'44" COUNTYLINE N r----r----�-
CONIC MON 89'1T8214" W 419.
SW CORNER N 89.17'14"�W 1 ° '.N 89'1 N�'14" W� I I SECTION 17 54. 8' - + 171 25'
T 1-S, R-13-W I I - 9 6
MISCELLANEOUS CONSTRUCTION NOTES
1. SIDEWALKS ARE TO BE CONSTRUCTED AT THE TIME OF STREET CONSTRUCTION, AND ARE TO
HAVE A 5'x5' PASSING AREA EVERY 500'.
2. ENTRANCE WILL BE GATED.
3. STREET LIGHTING SHALL CONFORM TO SECTION 31-403 OF THE LITTLE ROCK CODE AND BE
ENERGY STANDARD, BLACK FIBERGLASS POLE.
4. DESIGN AND CONSTRUCTION OF ALL ROADS AND INFRASTRUCTURE SHALL COMPLY WITH ALL
APPLICAPABLE LITTLE ROCK CITY CODES.
t
.13'
,00'
,00'
.00'.00,
3
I' 111.86'
!' 147.92'
144,00'
!' 275.00'
!' 275.00'
i' 275.00'
6' 275.00
275.00'
i' 25.00'
i' SO AO'
i' S0.00'
S' 50.00'
50m,
25.00'
!' 25.00'
i' 225.00'
i' 22c.n0'
)' 225.00'
i' 44.00'
nn.
44 00'
275.00'
275.00'
225.00'
225.00'
nn� n.,.
IL
D
i
0
D
0
O
'30"W
13.36'
26"W
88.86'
21 "W
23.89'
31 W
45.55
'49"W
25.08'
'55"W
48.57'
'45"E
35.11'
15 E
26.00'
7'07"E
1.96'
3 W J S W 4, SECTION 17
577676.71 sq.ft.
13.25 Ae.
:5 GRUMENT NUMBER: 2005005632
LANDSPULASK, LLC
GO
'O6"
i'03"
'091,
29„
i 32 „
V22"
Ili"
i 05"
'44"
!'42"
)'34"
29"
'23"
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)'05"
`23"
'00"
"12"
i' 12"
V16"
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!'3111
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N
GRAPHICSCALE
I11=100'
0' 100' 200' 300'
NEJ SW} SECTION 17
383547.5 sq.H.
B.PI M.
INSTRUMENT NUMBER' 98-051969
OWNER DEVELOPER _
Name: HOMETEX-PULASKI, LLC Name: HOMETEX-PULASKI, LLC
Address: 612 OAKDALE ROAD Address: 612 OAKDALE ROAD
ALEXANDER, AR 72002 ALEXANDER, AR 72002
CERTIFICATE OF OWNER:
We, the undersigned, owners of the real estate shown and described
herein do hereby certify that we have caused to be laid off, platted
and subdivided, and to hereby lay off, plat and subdivide said real
estate in accordance with the plat.
Date of Execution Name
Address
Source of Tile: SEE SOURCE OF TITLE 1ABLE
CERTIFICATE OF PRELIMINARY SURVEYING ACCUR A. '
I, --------------- HEREBY CERTIFY THAT THIS PLAT
CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED
BY ME THAT ALL SURVEYING REQUIREMENTS OF THE STATE OF
ARKANSAS AND CITY OF LITTLE ROCK SUBDIVISION RULES AND
REGULATIONS HAVE BEEN COMPLIED WITH AND FILED FOR RECORD
AS REQUIRED.
// a` a3• S WHITWELL INC ....,� ...-..-.,., ...... .......-
� '•,*, vs,34REGISTERED PROFESSIONAL LAND SURVEYOR
NO. 1141
/1 0 *0 'F 4 ARKANSAS
0.33 A"a. g'LO729 0 %^° CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY:
'` �\ Cp3`p 3p.
Z'i` `\ ,y F I, HEREBY CERTIFY THAT THIS PLAT
LO30 ,;,j°'A4 \?S,, CORRECTLY REPRESENTS A PLAT MADE OR VERIFIED BY ME, AND
�'.% +s243s sq.H. ; r%•° THAT ENGINEERING REQUIREMENTS OF THE LITTLE ROCK
P . XIF 0.37 A! / r/`
/`�, > wREBAH SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED
s L T/31 //, , / WITH. THE PLAT HAS BEEN SURVEYED AND DULY FILED FOR
3g, / q , p e, �t, '• : RECORD IN THE OFFICES OF THE STATE SURVEYOR AND THE
COUNTY CIRCUIT CLERK AND RECORDER WITHIN THE LAST SEVEN
JT0 (7) YEARS.
,,,[i%\` �7 \``+' y/� 16 /.�i' \\\moo •�o•J F SIGNED,
0.42 As.... ��„ Op JJa _SET #5 REBAR
, `.\ /?g 'Ti. Co<'ep0• -�, .9 �.\ \ .v. W/ GAP
r LOT 41 v [' /// \`.e°o'f. \\q�1\Nf'rP're '/C/ \\ U, DATE OF EXECUTION NAME
18249.3 w.H. ry°'// tO� e ' �Se °p �,/¢¢r^ LOT > REGISTERED PROIlLSSIONAL ENGINEER
U.42, 19LOTL3 N0. 11056
o�/ / sD' < /, \ s 'o. ARKANSAS
//LfJT 40,../,, �� \\ \ , C•,i ��� 1 \
y`'4�/�'_: 0.41 Ae. "q'�/j \ \♦ \ �� \q/%:' \\ \\ mil, x
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
39
\ 4
m ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND
/. Q
/ q�.
./ r
`> s / , REGULATIONS RELATIVE TO THE PREPARATION AND SUBMITTAL TO
� \ n I
\ a953.s .H. �
4 / ,..0.a Aa \ w
\ g� � \l
/ Q ,"yi \ \� \ 0.48 Ac:'\ >. SET /5 REBAR
,'/ \ \ \ W/ CAP PRELIMINARY PLAT HAVING BEEN FULFILLED, APPROVAL, OF THIS
PLAT IS HEREBY GRANTED, SUBJECT TO FURTHER PROVISIONS OF
'a \•?a• -;�/- 44Nuss •g•++• � � �� ,\ \_N �:.__----�� SAID RULES AND REGULATIONS. THIS CERTIFICATE SHAL EXPIRE
of
00. CID
Yi' b TSp. i
k _LOT 37_ 1 / LOT 35 i va u
1
/s ,4Ba9s.q.re L / < tt96.7 ft.// a o SIGNt,
SET /5 REBAR 4 •1 \`\\\ 0.34 A.. ya !. / --� \ 0.41 Ae'. /�• f
•dj. \ \ \ O
W
w CAP _ \
/ r
lr `;
\ a\
'hr
w _ L nt� . 1 ION NAME
SET REBAR .O / • \ ' /5 T.
L0T3 \1'w •y , L.R. PLANNING
o16426.4 a�_...r
\
V / -
;, PROPERTY SPECIFICafi,
/
J v \ N
TV
_ OWNER: HOMETEX-PULASKI LLC AVERAGE LOT SIZE: 0 S 04 ACRE.
OAKDALE612 - ALEXANDER,ARKANSAS 72002 NUMBER OFOLOTS:
457CRES
SET y5 REBAR 21Q•74
w/ CAP DEVELOPER/: HOMETEX-PULASKI, LLC SOURCE OF WATER: CENTRAL_ ARKANSAS WATER
N 81 15 SUBDIVIDER 6120AKDALE ROAD SOURCE OF SAN. SEWER: CDY OF I ITTLE ROCK
ALEXANDER, ARKANSAS 72002 BUILDING SETBACKS:
21
W
2 ENGINEERS: THE SENTINEL GROUP LLC 6 FRONT-25' OR A5 SHOWN
9 SET 5 REBAR 4 P
7 w/ CAP 305 PINNACLE DRIVE
REAR-25' OR AS SHOWN
BRYANT, ARKANSAS 72022 SIDE -INTERIOR 8% EXTERIOR 25-
NAME OF SUBDIVISION: VISTA POINTE SUBDIVISION EASEMENTS:
ZONING CLASSIFICATION: R-2 (RESIDENTIAL) FRONT-10' OR AS SHOWN
SOURCE OF TITLE: SEE TABLE REAR-5' OR AS SHOWN
UNDISTURBED SITE IS WOODED SIDE -INTERIOR 5'1 EXTERIOR 10'
NEW STREETS: 3345.12 L.F. STREET RIGHT OF WAYS: 50' (60' OTHERWISE)
ALL ROADS AND RIGHTS OF WAY ARE PRIVATE STREET WIDTH: 28' BOC TO BOC
SOURCE OF TITLE
WARRANTY DEED RECORDED AS INSTRUMENT NO. 2005005632
SW 4 SW 4 OF SECTION 17, TOWNSHIP 1 SOUTH, RANGE 13 WEST, P.C.A.
QUITCLAIM DEEDS RECORDED AS INSTRUMENT NOS. 99100793 AND 99100794 TO
RESTITUTION FINANCIAL CORPORATION
99100793
EAST 4 OF NW 4 OF SW 4 OF SECTION 17 TOWNSHIP 1 SOUTH, RANGE 13 WEST, P.C.A.
99100794
SE 4 OF SW 4 OF SECTION 17 TOWNSHIP 1 SOUTH, RANGE 13 WEST, P.C.A.
LIMITED WARRANTY DEED RECORDED AS INSTRUMENT NO. 98-051969 tO WHITWELL, INC.
HE J OF SW J OF SECTION 17 TOWNSHIP 1 SOUTH, RANGE 13 WEST' M.G.A.
F��ISI�R o �///SIf jATE
F
.......FO �►' ARI
STATE OF
ARKANSAS c +O
REGIS
NO. 1141 = _1 FCF.REis
(r •-,ROT $'SSLA)INAi, N
SE}SWJSEC FION17 `0 pf-
G` Nc. 1269
511116.2 sq.H. 9' C � '
11.80 Ae. 41 r f,
INSTRUMENT NUMBER: 99100'!94 JVn " k1' D . ``� \��` � w^ No. 11056 \G �1 .qc ,
RESTITUTION FINANCIAL CORPORATION �U , _J \ � �1 \HS'-ENG
By affixing my seal and signature, I Kerry Lane, PLS No, 1141. hereby certify that this
drawing correctly deplete a survey compiled under my supervision.
NOTE: This survey was based on legal descriptions and title work furnished by others and
does not represent a title search.
No portion of the property described hereon Ices within the 100 year flood piano, according
5 to the Federal Insurance Rate Mop. panel / 0501810093 F . Dated: Oct.19, 2001
gECEIVEID ��he Sen i11erou
JUN 1 4 2006 JIL
( it ii E,ngineering - Development - Planning - Project ?Ylanagement
303 ,'ionasie Drixe, arrant, Arkansas, 71OZ2 t•hs t5OI1912-024 Niv (501) 5$% kS21
'AGIS POINT 2059 A FOR USE AND BENEFIT OF:
- - _ _ _ _ 5 ST
- _ _ _- - - - - - _ _ _ _ 9@-MONUMENT - - -- -- _ _ _ _ HOMETEX-PULASKI, LLC
PAGIS POINT 2059 AZM MK - - - - , �AS11NG: 11881 A.44
- NORTHING: 10692917
FIND. AZ MONUMENT 52'46" E 1313.91�- - - - T
NORTHING: 106977.7 'LEVADON- 359.85 LEGS Y
EASTING: 1186864.4-Street ght
ELEVATION: 333.32 S 13.21'42" W� 0 -Computed point PRELIMINARY PLAT
58.25' ` • -Found monument
PAGI:i PUNT 2059 O -Set 15 RB/Pla& Cap VISTA POINTE SUBDIVISION
FIND, MONUMENT 0 -Set p5 Rb/Alum Cep
NORTHING: 106872.49 pt A PRIVATE ROAD SUBDIVISION IN THE CITY OF LITTLE ROCK. PULASKI COUNTY, ARKANSAS
FASTING: 1188163.98 Q -Sewer Manhole
ELEVATION: 360.17 Water Valve
DATE: 06/05/2006 C.A.D. BY C.TayiDr DRAWING NUMBER:
=-Fire Hydrant r•�
CO-> Power Pole CHECKED BY: J.LERg 06-0003
�D)-Deeded
REVISED:
M)-Measured SCALE: t^ = 100' SHEETNUMBER 1 OF 1
P -Platted