HomeMy WebLinkAboutS-1522 Map 3ICP1�
PULASKI COUNTY
SALINE COUNTY
SITE LOCATION
COUNTY LINE ROAD
PACKER DR
7_
CRAWFORD LN
ALL BEARINGS ARE BASED UPON PAGIS OBSERVATION
CURVE TABLE
CURVE1 LENGTH I RADIUS I CHORD
C1 1 111.82' 1 150.00' 21'21'22"E
C2 1 41.33' 1 250.00' S05'39'26"W
11
o
C6
C7
C8
C9
C10
C11
C15
C16
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
BOUNDARY tI Jl.y
THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 17, TOWNSHIP 1 SOUTH, RANGE 13 WEST, C34 41.1
MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF C35 83.4
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 C36 101.1
N44'37'560E A DISTANCE OF 536.37 FEET, THENCE N56'20'08"E A DISTANCE OF 328.55 FEET, THENCE C37 6.31
N27'16'17"E A DISTANCE OF 599.42 FEET, THENCE N69.47'56"E A DISTANCE OF 22.93 FEET, THENCE C38 21.0
69'47 56 E A DISTANCE OF 1.15 FEET THE
NCE N22'09'55"W A DISTANCE OF 60.04 FEET, THENCE N C39 32.8
FEET, N07'55'43"W A DISTANCE OF 219.05 FEET, THENCE N77'53'49 E A DISTANCE OF 126.61 THENCE C40 66.1
N17'53'49"E A DISTANCE OF 150.08 FEET, THENCEN55'13'02"E A DISTANCE OF 301.72 FEET, THENCE C41 62.15
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 DISTANCE OF 465.30', THENCE C42 79.5
S39'01'11"E A DISTANCE OF 134.20 FEET, THENCE S21-40.11"E A DISTANCE OF 196.24 FEET, THENCE C43 21.0
S28'32'47"W A DISTANCE OF 307.06 FEET, THENCE N81-15'21"W A DISTANCE OF 269.47'. THENCE C44 70.1
N30'44'11"W A DISTANCE OF 148.86 FEET, THENCE N56'07'57"W A DISTANCE OF 164.27 FEET, THENCE C45 105.'
S27'16'17"W A DISTANCE OF 550.85 FEET, THENCE S39'21'38"W A DISTANCE OF 264.36 FEET, THENCE C46 19.8
S65'42'36"W A DISTANCE OF 240.53', THENCE S46'08'49"W A DISTANCE OF 339.41 FEET, THENCE C47 12.8
N89'17'14"W A DISTANCE OF 545.35 TO THE POINT OF BEGINNING, CONTAINING 34.07 ACRES, MORE
OR LESS. C48 39.6
C49 44.3
GREENSPACE TRACT A C50 33.4
THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 17, TOWNSHIP 1 SOUTH, RANGE 13 WEST, C51 42.7
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 C52 43.7
POINT OF BEGINNING, THENCE N23-36'29"E A DISTANCE OF 268.48 FEET, THENCE N44-37-56"E A C53 20.2
DISTANCE OF 536.37 FEET, THENCE N56-20'08"E A DISTANCE OF 328.55 FEET, THENCE N27'16'17"E C54 100.:
A DISTANCE OF 599.42 FEET, THENCE N69'47'56"E A DISTANCE OF 50.83 FEET TO A POINT ON A C55 18.9
CURVE WHOSE LENGTH IS 21.98 FEET AND RADIUS IS 220.00 FEET AND BEARING IS N72"39'41"E AND C56 20.E
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 C57 52.2
S23'36'29"W A DISTANCE OF 238.09 FEET, THENCE S89'17'14"E A DISTANCE OF 54.28 FEET TO THE C58 67.0
POINT OF BEGINNING, CONTAINING 2.00 ACRES, MORE OR LESS. C59 54.1
GREENSPACE TRACT B C60 67.7
THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 17, TOWNSHIP 1 SOUTH, RANGE 13 WEST, C61 7.7,
SECTION
CORNER OF 62 AS FOLLOWS: COMMENCING AT THE SOUTHWESTC
MORE PARTICULARLY DESCRIBED13...
F
17, TOWNSHIP 1 NORTH, RANGE 14 WEST, THENCE 589'17'14"E A DISTANCE OF 290.54 FEET, THENCE C63 89.4
T THENCE N443T56 E A DISTANC
E OF 536.37 FEET
N23'36'29"E A DISTANCE OF 268.48 FEE H C64 23.E
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 N07'55'43" W C65 45.E
A DISTANCE OF 219,05 FEET, THENCE N17'53'49"E A DISTANCE OF 276.69 FEET, THENCE N55'13'02"E C66 25.1
A DISTANCE OF 301.72 FEET, THENCE S51'38'35"E A DISTANCE OF 299.04 FEET, THENCE S06'01'56"W C67 51.4
A DISTANCE OF 186.60 FEET, THENCE S15'57'23"W A DISTANCE OF 99.43 FEET, THENCE S53'46'37"E C68 35.1
A DISTANCE 0F 4 65.30' THENCE S39'01 11 E A DIS
TANCE OF 134.20 FEET THENCE 5214 0'11"E A
C69
26
C
DISTANCE OF 196.24 FEET, THENCE S28-32-47"W A DISTANCE OF 307.06 FEET, THENCE N81'15'21"W A 9
DISTANCE OF 269.47', THENCE N30-44-11"W A DISTANCE OF 148.86 FEET, THENCE N56'07'57"W A C71 T 1.
DISTANCE OF 164.27 FEET, THENCE S27'16'17"W A DISTANCE OF 550.85 FEET, THENCE S39-21-38"W A 115;
DISTANCE OF 264.36 FEET, THENCE S65'42'36"W A DISTANCE OF 240.53', THENCE S46'08'49"W A C72 7.9
DISTANCE OF 339.41 FEET, THENCE N89'17'14"W A DISTANCE OF 71.25 FEET, THENCE N46'08'49"E A C73 15.2
'38"E A
THENCE N39 21 C74
DISTANCE OF 398.76 FEET, THENCE N65'42'36"E A DISTANCE OF 237.44 FEET, THE 92.1
DISTANCE OF 247.36 FEET, THENCE N27'16'17"E A DISTANCE OF 601.67 FEET, THENCE S56'07'57"E A C75 21.7
DISTANCE OF 231.65 FEET, THENCE S30-44-11"E A DISTANCE OF 136.54 FEET, THENCE S81'15'21"E A C76 18.2
DISTANCE OF 210.74 FEET, THENCE N28'32'47"E A DISTANCE OF 248.49 FEET, THENCE N21'40'11"W A C77 82.5
DISTANCE OF 165.18 FEET, THENCE N39'01'11"W A DISTANCE OF 120.09 FEET, THENCE N53'46'37"W A
DISTANCE OF 493.67 FEET, THENCE N15'57'23"E A DISTANCE OF 129.93 FEET, THENCE N06'01'56"E A C78 123.!
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.
TYPICAL STREET CROSS SECTION
3
I
O
O �
I
Q
L
N14'54'
SO4'54
S37'36'.
N59'06'
N40'38
N10'34'
S29'45'
N38'52'
)' 87'13'C
)' S72'39'
)' S72'04'
)' 86'43'1
N54*25'
S43.04:
' N40'09'
Q
DELTA
:43'39"
r ,a Avrl ,mc, rnc»
I"W
4.89'
5' 1 O' 1 1 "
"E
31.25'
41'36'05"
"E
41.06'
8*33'44"
"E
83.09'
17.22'42"
W
101.06
21*10'34"
I"W
6.36'
1'19'29"
"E
20.41'
48011'23"
"E
32.30'
37'41'17"
"W
61.41'
75*46.12"
"W
58.60'
71 *45' 12"
"E
71.43'
91010'05"
"W
20.41'
48*11'23"
»...
nn n. 1
41.G,,nN,
275.00'
N48055'40"W 20.35'
4'14%
275.00'
N36'21'45"W 99.71'
20'53'
275.00'
N23056'49"W 18.91'
3056"
25.00'
S45'51'40"E 20.25'
47'46'
50.00'
N39'48'09"W 49.91'
59'53'
5000'
N28'32'47"E 62.12'
76'48'
5000'
S82000'26"E 51.57'
62'04'
5000'
S12'10'06"E 62.66'
77'35'
25,00'
N17.42'55"E 7.75'
17'49'
25.00
N06'41 30» W 13.36
30059r
225.00'
N33'34'26"W 88.86'
22'46'
22E.00'
N48.00'21 "W 23.89'
6'05'(
•
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S W I S W j SECTION 17
577676.71 sq.H.
13.28 As.
INSTRUMENT NUMBER: 2005005632
LANDSPULASKI, LLC
m
LINE TABLE SET /5 REBAR
LINE BEARING LENGTH w/ CAP
L1 S69.47'56"W 27.90'
L2 S69'47'56"W 28.93'
I 301 sr.
L3 S69'47'56"W 28.81' ,re
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INSTRUMENT NUMBER 99100793 £ £ r - --- '�`
RESTITUTION FINANCIAL CORPORATION j 11 IN 88'[io'b1 E 162.87: �1\ \111(1 7438Aeta ff.4, >, ,♦♦ s,
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GRAPHICSCALE
1"=700'
0' 100' 200' 300'
NEJ SW2y SECTION 17
38354'.5 w•ft.
8.61 M.
INSTRUMENT NUMBER 98-051969
LOT 18 \ 1• ,�\ 'I ,r //\ B7y j♦ J•� S3. WHITWELL, INC.
SET ►5 REBARW/ cAur I 0.35
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OWNER _ DEVELOPER
Name' HOMETEX-PULASKI, LLC Name: HOMETEX-PULASKI, LLC
Address- 612 O:AKDALE ROAD Address: 612 OAKbACF ROAD
ALEXANDER, AF 72002 ALEXANDER, AR 72002
CERTIFICATE OF OWNER:
We, the undersigned, owners of the real estate shown onti .'ieschba
herein do hereby certify that we have caused to be IOfd Ll i platted
and subdivided, and to hereby lay off, plat and subdivide said real
estate in accordance with the plat.
Date of Execution Name ---
Addref,J
Source of Tile SEE SOURCE OF TITLE FABLE
CERTIFICATE OF PRELIMINARY SURVEYING ACC p '! Y:
HEREBY CERTIFY fhAT THIS , I
CORRECTLY REPRESENTS A BOUNDARY SURVEY MAI/ IR ', OY6 IEG
BY ME THAT ALL SURVEYING REQUIREMENTS OF TF )Ali: of
ARKANSAS AND CITY OF LITTLE ROCK SUBDIVISION t LS ANC
REGULATIONS HAVE BEEN COMPLIED WITH AND FILf I . OR REC:OND
AS REQUIRED.
DATE OF EXECUTION NAME
REGISTERED PROFESSIONAL LAND toHIVLYU1t
NO. 1141
ARKANSAS
d
CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY
I, ----------------- HEREBY CERTIFY THAT THIS PL.a.,
CORRECTLY REPRESENTS A PLAT MADE OR VERIFIED 6Y ME AND
THAT ENGINEERING REQUIREMENTS OF THE LITTLE ROCK
H `
SUBDIVISION RULES AND REGULATIONS HAVE BEEN COM. d1ED
WITH. THE PLAT HAS BEEN SURVEYED AND DULY FILED FOR
RECORD IN THE OFFICES OF THE STATE SURVEYOR AND THE
COUNTY CIRCUIT CLERK AND RECORDER WITHIN THE LAST SEVEN
(7) YEARS.
SIGNED,
DATE OF EXECUTION NAME
REGISTERED PROFESSIONAL ENGINEER
NO. 11056
ARKANSAS
?A [�y n.ao.r'.q.tt( r �• a y; j +,r \ . �y2%;/ -CERTIFICATE OF PRELIMINARY PLAT APPROVAL -
'\, • ,,/ , -0 9 / - 4 " ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND
C
t \ 7 \ r 7/. \ r 4.
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4 = _ „? d'i , � .�,�_, e , <� 44ee6s qn. , N as u _ SAID RULES AND REGULATIONS. THIS CERTIFICATE SHAt EXt>IW
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PAVEMENT SOLID A' 'O� /,' \♦\`�• ,� 9��'S9 9F ,'ft t0 \♦♦♦S-, 17B0.1ie IM. ft.
SOLID SODDIN ._0.� 30DOING / ,..C\\< /'S\♦S'♦40. / r •4.
22'-0" PAVEMENT
4"x4'-'ONCRETE /ro`\♦ TOTS \\♦\\\. //'�'�'rf/\ .. �// \\\ \ 1 \\f / /tii �J
CL455 3 OR 4 3' ASPHALT PROFILE GRADE SIDEWALK 4,- ,- ``\�\\\♦ 15917 /p.N.' >•,1 ,v ^
CURB & GUTTER WEARING SURFACE 3v1 ro /" \.`\♦ • /,
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7• CLASS / BASE COURSE COMPACTED SUSGRADE �J /. L0. 4 \ ✓ _'
AT 95% MODIFY PROCTOR DENSITY. FC' .?. �� 10792.4 aq.H: > / ,' /�♦ ♦♦ L.fiT 53 \� \\Qt \ .>'� .L'j�'
AT 100R MODIFIED PROCTOR DENSITY ``Q 0.44. Aa. ! • / / \ 16823.2 aq.H. \\ ♦j�. i �� N1
C� �, `Z9. (' i. § i' / -\\ p'
SED'}S REBAR ((>,�p / ,4.F •4>A \♦' \ \ -y5 �.�.
GENERAL NOTES STREET WIDENING EXISTING STREET w/ °�V��fO < g�5' - \ �_ �"�\ �/j•� c \ \\ ♦ d � \� // S y
1. IN AREAS TO RECEIVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS, OR CURB AND 1 LOT •E ,�. \LOT54♦ `�'
GUTTER. SUBCRADE SHP11 BE COMPACTED TO A DENSITY NOT LESS THAN 95x OF ,, 4 0' , , ♦: \ IB4S9.9 aq. r -•�\ \, / �hj
3` / 20924.2 sq.H. �, ♦ �• 1. v / 5
MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE CONTENT. (NSHTO T-160) ) ,.. ,, /T5 O. b y���, aG• ♦ ♦ •�f 0.42 ,4,: .\♦ ,
7" VERTICAL SAW<. _Glljp, .,3/. .. _\y+0. / -/♦♦ f
] FOR AREAS OF SUBGRADE PREPARATION TO RECEIVE CONCRETE SIDEWALKS CUT 1' FROM - _�• - Pa S' / is SUBGRADE SHALL BE COMPACTED TO A DENSITY OF Box NAXIMUM.(MSHTO T-180). IXIS ING EDGE. % '� �,i �♦�"�' LGT 5)\ �: \8j9'`• / a„4 �</ ♦�i l CA REBAR
3. CRUSHED STONE- MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A DENSITY
OF IGOR MAXIMUM (AASHTO T 191). WIDENING EXISTING
4. CENTERUNE PROFILE WILL REQUIRE HEIGHT GREATER THAN CURB FOR SOME STREETS 0 O /'' / LGT/. 'Ip' w• / \ \ems° > b
TO "WAN 2% MINIMUM CROSS-SLOPE.ide77.4 w.ff. /.. ♦ /� {}. / ° / . 1F,� -
U." Ae.
THICKNESS SHALL BE DETERMINED BY SOIL TEST AND PAVEMENT DESIGN IF REQUIRED BY DEPARTMENT OF PUBUC WORKS. ry / , : �� L. 9 5H ♦ �� 6••;/'s, \p�
�A.4 - J L Is 91.1 aq... \•\•� /�. .E ��P 9
20'-0' PAVEMENT FOR MINOR RESIDENTIAL WHERE APPROVED BY CITY. H/ f4V L 02' w 10.39 Ac. j•� v y�\9�'�F'\,� Oy, B'
DP11'70.95' '% /�1'Z .@7. •\g1• o' 4` �40�N
-NOTE: PAVEMENT RECONSTRUCTON TO CENIERUNE IS REQUIRED WHEN TO /
EXISMNG STREET DOES NOT MEET THESE STANDARDS.
POINT OF BEGINNING ry / / LOT 1 I / /` / LGT S%._ fO WBOUNDARY DESCRIPTION = ' 18694.1 w.H. / / / 20841.25iq.H. '� // s' SET /5 REBAR
GREENSPACE TRACT 'A' 2 / 0.39 As. / / 0.47 A.. W/ CAP
SET /5 REBAR--�•�D'91.68'--_1_-. __
S 89'17'14" E 290.54' W/ EXISTING 20' WATERLINE EASEMENT EXISTING 20'.. WATERLINE EASEMENT--__5 89'1T14" E _ __ 479.30' __
ex4• COUNTY LINE T- -- COUNTYLINE
CONC MON N 89' 1 T 14" W 419.82 /'
Sw CORNER N 89"17'14"�W ) I o N 89'1I'14" W�
SECTION 17 54. 8' - + 5
T-1-S. R-13-W 1 _.I 1 71.25' I N JT1'C(NVY
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.
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�A�'� PROPERTY SPECIFICATIONS
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- OWNER: HOMETE:4-PULASKI LLC AVERAGE LOT SIZE: 0.40 ACRES
N 81./ - --_�' 0 612 OAKDALE ROAD SMALLEST LOT: .34 ACRE_
SET /5 REBAR 5 21 W 210,7ALEXANDER, ARKANSAS 72002 NUMBER OF LOTS: 57
4
W/ CAP SUBDIVIDER
HOMEICX-FULASKI, LLC SOURCE OF WATER: CENTRAL ARKANSAS WATER
SUBDIVIDER 6120AKDALE ROAD SOURCE OF SAN. SEWER:CITY OF LITTLE ROCK
N 8t'15 2 1 ALEXANDER, ARKANSAS 72002 BUILDING SETBACKS:
W
2 ENGINEERS: THE SENTINEL GROUP LLC 6 FRONT-25 OR AS SHOWN
9 � SET S REBAR
47 -W/ CAP 305 PINNACLE DRIVE REAR-25' OR AS SHOWN
BRYANT, ARKANSAS 72022 SIDE -INTERIOR 8% EXTERIOR
NAME OF SUBDIVISION: VISTA POINTL SUBDIVISION EASEMENTS:
ZONING CLASSIFICATION: R-2 (RESIDENTIAL) FRONTS' OR A5 SHOWN
SOURCE OF TITLE: SEE TABLE REARNN RI A5 SHOWN
UNDISTURBED SITE IS WOODED SIDE -INTERIOR 5'. 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 80C
SOURCE OF TITLE
WARRANTY DEED RECORDED AS INSTRUMENT NO. 2005005632
SW j SW j 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 i OF NW I OF SW I OF SECTION 17 TOWNSHIP 1 SOUTH, RANGE 13 WEST, P.I:.A.
99100794
SE } OF SW 1 OF SECTION 17 TOWNSHIP 1 SOUTH, RANGE 13 WEST, P.C.A.
LIMITED WARRANTY DEED RECORDED AS INSTRUMENT NO. 98-051969 TO WHITWELL, INC.
Nt OF SW I OF SECTION 17 TOWNSHIP 1 SOUTH, RANGE 13 WEST, P.C.A.
G1CTE/� •1ATE Or
All' ARRAS Y t �� a�/T,
,'
STATE OF �� ``
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ARKANSAS
Ns4s Y;-1I REGISTERED a: RouF _ >
y _� PROFESSI N.0 o -
SE}SWj SECTION 17 _ :.:? ;TCR. rrH - - � 69 ' z-
514116.2 w.H.
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INSTRUMENT NUMBER: 99f00/94 i .,� J� =V No. 1105z,
RESTITUTION FINANCIAL CORPORATIONU/� CJ �/1/ O Oti
By affixing my seal and signature, I Kerry Lane, PLS No, 1141. hereby certify that this
drawing correctly depicts 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.
s No portion of the Property described hereon Iles within the 100 year flood plans, according
to the Federal Insurance Rate Map, panel 0501810093 F Dated: , Oc1. 19. 2001.
7BY
EIVED i ne `sentinel IGrotep. LLC
1 4 2006
Civil Engineering - Development - Planning - Project 'VlanYKuneul
mtiIlinuurh- Uric, 7lrpsnit, ,ArkMnNaa 72022 Ph:(gOf)BT,1-OQ,171 t». 0jI)b4,X<4 t
FOR USE AND BENEFIT OF:
FORT POINT 692 A HOMETEX-PULASKI, LLC
- - - -. - - - - - - - - - - - - - - -�(- - _ - - -1 NII-M UMENT __ _ -. -. -.
PAGIS POINT MONUMENT
A2M MK - - - _ _ NORTHING: 10692.47
FIVE. AZ MONUMENT 5 8T52'46" E 1313.91' � �- - � I:LEVATI: 11881785 D
NORTHING: 106977.7 �LEVATION: 35A85 LEGF+NY
EASING. 1186864A / i -Street L1ght
ELEVATION: 333.32 S 13'21'42"P
0 -Computed oint PRELIMINARY PLAT
W /
58.25' + • -Found monument
PAGE POINT 2059 0-Set i6 RB/Pias. Cap VISTA POINTE SUBDIVISION
NO°RT 4NCUL106872.49 S) -Sete RM AlumManhole
Cap A PRIVATE ROAD SUBDIVISION IN THE CITY OF LITTLE ROCK. PULASKI COUNTY, ARKANSAS
EAST140: 1188163.98 ®-Sewer Manhole
ELEVF TION: 360.17 Water Valve
DATE: 06/05/2006 C.AD.BY: C.Taybr DRAWING NUMBER:
-Fire Hydrant _ //''�� r� �j
C-W-Power Pole CHECKED BY, J.Long 06-0003
(D)-Deeded REVISED: - ---
((M -Measured SCALE: r' = 100' SHEET NUMBER: 1 OF 1
P - Platted