HomeMy WebLinkAboutS-1522 Map 1BASIS OF BEARINGS
ALL BEARINGS ARE BASED UPON PAGIS OBSERVATION
LEGAL DESCRIPTIONS
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 S87017'14"E A DISTANCE OF 290.54 FEETTO THE POINT OF BEGINNING,
THENCE N23036'29"E A DISTANCE OF 268.48 FEET, THENCEN44°3T56"E A DISTANCE
OF 536.37 FEET, THENCE N56°20'08"E A DISTANCE OF 328.55 FEET,
THENCEN27016'17"E A DISTANCE OF 599.42 FEET, THENCE N69047'56"E A DISTANCE
OF 22.93 FEET, THENCE N22°09'SS'W A DISTANCE OF 60.04 FEET, THENCE
0
'4 "WADISTANCE OF 219.05
F 1.1 THENCE N07 55 3
N690 47'S6"E A DISTANCE 0 5 FEET
e
0
'49"E A DISTANCE OF 126.61 FEET THE
NCE N17 53 49 E A
FEET, THENCE N17 53 ,
DISTANCE OF 150.08 FEET, THENCEN55013'02"E A DISTANCE OF 301.72 FEET, THENCE
S51038'35"E A DISTANCE OF 299.04 FEET, THENCE S06001'56"W A DISTANCE OF
186.60 FEET, THENCE S15°57'23"W A DISTANCE OF 99.43 FEET, THENCE S530 46 37 E
A DISTANCE OF 465.30', THENCE S39001'11"E A DISTANCE OF 134.20 FEET, THENCE
S21040'11"E A DISTANCE OF 196.24 FEET, THENCE S28032'47"W A DISTANCE OF
7.06 FEET,
THENCE N8105 1 '21"W A DISTANCE OF 269.47 ' THENCE N300 44 11 W A
DISTANCE OF 148.86 FEET, THENCE N56007'57"W A DISTANCE OF 164.27 FEET,
THENCE S27016'17"W A DISTANCE OF 550.85 FEET, THENCE S39021'38"W A DISTANC
OF 264.36 FEET, THENCE S65°42'36"W A DISTANCE OF 240.53', THENCE S46°08'49"W
A DISTANCE OF 69.24 FEET, THENCE S85°12'54"E A DISTANCE OF 250.72 FEET,
THENCE S45043'36"W A DISTANCE OF 79.43 FEET, THENCE N85012'54"W A DISTANCE
OF 251.50 FEET, THENCE S46008'49"W A DISTANCE OF 190.23 FEET, THENCE
N89017'14"W A DISTANCE OF 545.35 TO THE POINT OF BEGINNING, CONTAINING
34.42 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 589017 1E 4" A DISTANCE OF 290.54 FEET TO THE POINT OF BEGINNING THENCE N23°36'29"E A DISTANCE OF 268.48 FEET, THENCE N44037'56"E A DISTANCE
o
"E A DISTANCE THENCE
OF 536.37 FEET, THENCE N56 20 OB E OF 328.55 FEET S C
N27016'17"E A DISTANCE OF 599.42 FEET, THENCE N69047'56"E A DISTANCE OF 50.83
I FEET TO A POINT ON A CURVE WHOSE LENGTH S 21.98 FEET AND RADIUS IS 220.00
FEET AND BEARING IS N72039'41"E AND CHORD LENGTH IS 21.97 FEET, THENCE
S27016'17"W A DISTANCE OF 665.27 FEET, THENCE S56020OI A DISTANCE OF
4e7
e
54 3 'S6"W A DISTANCE OF 521.97' THENCE S23 36 29 W A
336.39 FEET, THENCE ,
DISTANCE OF 238.09 FEET, THENCE S89017'14"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 S89017'14"E A DISTANCE OF 290.54 FEET, THENCE N23036'29"E A DISTANCE
OF 268.48 FEET THENCE N44°37'56"E A DISTANCE OF 536.37 FEET THENCE
N56020'08"E A DISTANCE OF 328.55 FEET, THENCE N27016'17"E A DISTANCE OF
0
599.42 FEET THENCE N22 09'S5"W A DISTANCE OF 60.04 FEET TO THE POINT OF
e
0
FEET THENCE N17 5349 E
7 '43"W A DISTANCE OF 219.05
BEGINNING, THENCE NO 55 ,
A DISTANCE OF 27
6.69 FEET THENCE N550 13'02"E A DISTANCE OF 301.72 FEET 0
0
1' "W A DISTANCE
2 FEET THENCE 506 0 56
E 1 38'35"E A DISTANCE OF 99 04
THENCE SS ,
OF 186.60 FEET THE
NCE S150 O 57'23"W A DISTANCE F 99.43 FEET THENCE
e
0
' 1"E A DISTANCE OF 134.20
F 465.30' THENCE 539 Ol 1
553 46'37"E A DISTANCE 0
0
°
THENCE 528 32'47 W A
' FEET THENCE S21 401"E A DISTANCE OF 196.24 FEET 1
DISTANCE OF 307.06 FEET, THENCE N810 15'21"W A DISTANCE OF 269.47', THENCE
N30044'11"W A DISTANCE OF 148.86 FEET, THENCE N561 A DISTANCE OF
164.27 FEET, THENCE S27016'17"W A DISTANCE OF 550.85 FEET, THENCE
0
0
42' "W A DISTANCE OF
F 2 .36 FEET THENCE565 36
S39 21'38"W A DISTANCE0 64
240.53', THENCE S46008-49"W A DISTANCE OF 69.24 FEET, THENCE S85012-54"E A
DISTANCE OF 250.72 FEET, THENCE S45043'36"W A DISTANCE OF 79.43 FEET, THENCE
N85012'54"W A DISTANCE OF 251.50 FEET, THENCE S46008'49"W A DISTANCE OF
190.23 FEET,THENCE N89017'14"W A DISTANCE OF 71.25 FEET, THENCE N46°08'49"E
A DISTANCE OF 398.76 FEET, THENCE N65042'36"E A DISTANCE OF 237.44 FEET,
THENCE N39021'38"E A DISTANCE OF 247.36 FEET, THENCE N27°16-17"E A DISTANCE
OF 601.67 FEET, THENCE S56007'57"E A DISTANCE OF 231.65 FEET, THENCE
S30044'11"E A DISTANCE OF 136.54 FEET, THENCE S81015'21"E A DISTANCE OF
210.74 FEET, THENCE N28032'47"E A DISTANCE OF 248.49 FEET, THENCE N21040'11"
A DISTANCE OF 165.18 FEET, THENCE N39001-11"W A DISTANCE OF 120.09 FEET,
THENCE N53°46'37"W A DISTANCE OF 493.67 FEET, THENCE N15057'23"E A DISTANCE
OF 129.93 FEET, THENCE N06001'56"E A DISTANCE OF 154.73 FEET, THENCE
N51°38'35"W A DISTANCE OF 234.42 FEET, THENCE S55013'02"W A DISTANCE OF
o 0
OF 248.35 THENCE S07 55 43 E A
. 4 FEET THENCE S17 5349"W A DISTANCE 247 7,
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 S72004'10"W AND CHORD LENGTH IS
22.19 FEET, THENCE S69047'56" A DISTANCE OF 29.96 FEET TO THE POINT OF
EGINNING, CONTAINING 5.37 ACRES, MORE OR LESS.
TYPICAL STREET CROSS SECTION
ONLY AS SHOWN ON PLAN
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SW}SW}, SECTION 17
577676.71 *1/ ,i \ J i \\`
INSTRUMENT NUMBER: 2005005632 \
LANOSPULASKI, LLC / 'N17356.2 q.R.
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24'-0" PAVEMENT
2 NqX CLASS 3 OR 4 3" ASPHALT PROFILE GRADE // ' "�• \�1'; fj - �N -' -�'^ {0 5 F
CURVE TABLE
CURVE
LENGTH
RADIUS
CHORD
DELTA
C1
111.82'
150.00'
S21021'22"E 109.25'
42042'48"
C2
41.33'
250.00'
S05039'26"W 41.29'
91
C3
142.05'
250.00'
S26°40'15"W 140.14'
32033'16"
C4
112.58'
2S0-00'
S55°50'S6" f 111.63'
25048'06"
C5
165.62'
250.00'
N49046'16"E 162.61'
37057'26"
C6
93.69'
200.00'
N13'51'03 E 92.84'
26050'28"
C7
79.91'
200.00'
N11000'S6"W 79.38'
22053'29"
C8
216.74'
250.00'
S02022'31"W 210.02'
49040'23"
C9
22.09'
250.00'
S72019'47"W 22.08'
5003'42"
CIO
157.43'
250.00'
N87°OS'S7"W 154.84'
36001
C11
7Ei59'
250.00'
N60°03'14'W 78.26-
180001
C12
128.72'
250.00'
N36017'54"W 127.30'
29030'03"
C13
304.28'
275.00'
S20022'12"W 103.66'
21043'39"
C14
56.22'
275.00'
S37005'27"W 56.13'
11042'52"
C15
97.96'
275.00'
S53009'12"W 97.45'
20024'38"
C16
25.87'
275.00'
S66003'15"W 25.87'
5023'27"
C17
3.60'
225.00'
N68017'29"E 3.60'
0054*58"
C18
72.35'
225.00'
N58037'17"E 72.04'
18025'26"
C19
36.10'
44.00'
N14054 55'E 35.10'
47000'42'
C20
T71'
60.00'
SO4054'28"E 7.71'
7021'56"
C21
81.33'
60.00'
S37036'26"W 75.24'
77039'51"
222
26.63'
44.00'
N59006TVI 26.23'
34040'39"
C23
1.73'
44.00'
N40°38'09"E 1.73'
2015'05"
C24
39.38'
44.13'
N10034'15"W 38.08'
51007'30"
C25
13.46'
60.00'
S29045'21"E 13.43'
12051'06"
C26
23.87'
44.00'
N38052'20"W 23.58'
31005'03"
C27
132.54'
220.00'
N87013'00"W 130.55'
34031'09'
C28
21.98'
220.00'
S72039'41"W 21.97'
5043'29"
C29
22.19'
280,00'
S72004'10"W 22.19'
4°32'28"
C30
120.99'
280.00'
S86043'10"W 120.06'
24045'32"
C31
39.99'
44.00'
N54025'33' E 38.63'
52004 22'
C32
4.89'
54.19'
S30°56'36"W 4.89'
5610,11"
C33
31.95'
44.00'
N12044'48"E 31.25'
41036'05"
C34
41.10'
275.00'
S16056'54"E 41.06'
8033'44"
C35
83.4V
275.00'
S03058'I 83.09'
17022'42"
C36
101.64'
275.00'
S15017'58"W 101.06'
21°10'34"
C37
6.36'
275.00'
S26032'59"W 6.36'
1°I9'29"
C38
21.03'
25.00'
N03007'02"E 20.41'
48011'23"
C39
32.89'
S0.00'
S 08 O1"E 32.30'
02e
o i17
37 41
C40
66.12'
50.00,
S54°35'43"W 61.41'
75046'12"
C41
52.62'
50.00'
N510 38 35"W 58.60'
710 45 12
C42
79.56'
50.00'
N290 49 04"E 71.43'
910 10 OS
C43
21.03'
25.00'
S51018'25"W 20.41'
48011'23"
C44
70.10'
225.00'
S18017'13"W 69.81'
17051TO"
C45
105.12'
225.00'
0
4 1'22"E 1 4.17'
SO 0 0
0
25 46 11
C46
19.84'
225.00'
S19056OI 19.BW
500'12"
C47
12.87'
44.00'
S43004'36"E 12.82'
16045'12"
C48
39.64'
111.86'
N40009'Ol"W 39.43'
20018'16"
C49
44.32'
147.92'
N21057'44"W 44.16'
17010'05"
C50
33.44'
44.00'
S35002'58"E 32.64'
43032'31"
C51
42.72'
275.00'
N64036'30"W 42.68'
8°54'04"
652
43.72'
275.00'
N55036'12"W 43.67'
90061
C53
20.36
275.00'
N48055'40"W 20.35'
4014'30"
C54
100.26'
275.00'
N36021'45"W 99,71'
20053'21"
C55
18.92'
275.00'
N23056'49"W 18.91'
3056'30"
C56
20.84
25.00'
S45051'40"E 20,25'
47046'12"
C57
52.26'
50.00'
N39048'09"W 49.91'
59053'14"
C56
67.03
50.00'
N28032'47"E 62.12'
76e 48'38"
C59
54.IV
50.00,
S82000'26"E S1.ST
62004'57"
C60
67.71'
50.00'
S120 10 06"E 62.66'
770 35 42"
C61
7.78'
25.00'
N17042'55"E 7.75'
17049'38"
C62
. 2'
13 5
2 .00'
S
o
NO6 41'30"W 13.36'
a
30 5912
C63
89.45'
225.00'
N33°34'26"W 88.86'
22046'41"
C64
23.90'
225.00'
N48000 21"W 23.89'
6005'08"
C65
45.63'
225.00'
N56e 51'31"W 45.55'
1103711
C66
25.10'
225.00'
a
Nfis 51'49"W 25.08
o
6 23 27
C67
51.46'
44.00'
S65011'55"W 48.57'
67000'25"
C68
35.15'
221.00'
N22e47'45'E 35.11'
8°57'03"
C69
26.40'
44.00'
°
S02 09'15"E 26.00'
°
34 2225
C70
1.96'
44,00'
S20037'07'E 1.96'
2033'19"
C71
115.57'
60.00'
V33°.702 E 98.51'
110021'38"
C 72
7.99'
44. 00'
0
583 15'S8"W 7.97'
10 023'45"
C73
15.26'
44.00'
S68e 0808"W 15.18
19051 S6
C 74
92.15'
275.0 0
N4 0 37 37"E 91.71
5
011
19 54
C75
1 21.71
275.00'
N660 2916"E 21.71'
40 31 25
C76
18.34'
225.00'
S61 18.34'
40 40 14
C77
82. 98'
225.00'
5530 30 49"W 82.51'
210 07 52
C78
123.57'
225.00'
S27012'53'W 122.02'
31-28'00"
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F�£w37 Ae,
COMPACTED SUBGRADE
T CLASS T REDOND COURSE AT 95% MODIFY PROCTOR DENSITY. z _ ^y6 /r/ / '' `\\\\ /\ / ;\� . - \\ �QA?.-168843 q.R.
AT 300% MODIFIED PROCTOR S . r r \/ � ' � � \ '\ f °'� '+O' '%�\ \✓ .16�'0 � /
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GENERAL NOTES STREET WIDENING EXISTING STREET ,. `` T" !/ \•-- ' (r 4. r/ 036 Ao. \ \
t(,/�LLrVG'� \` ,f by / y /t' ♦\\ ; ++0 6y A%• 3 fj'6 W/ CAP
I. IN AREAS TO RECEIVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS, OR SET #5 RERAR I Q' CURB AND GUTTER,
LESS THAN 95%OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE ADE SHALL BE COMPACTEDTO A DENSITY NOT 3 I w/ CAP
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CONTENT. (AASHTO T-180) T VERTICAL SAW / ✓',J L T ` 0 q \�SP, O
2. FOR AREAS OF 5UBGRADE PREPARATION TO RECEIVE CONCRETE II CUT 1' FROM % /' P - 20924.2 S:LN• Op A '� �\ \�• 184i9.9 q'N' 16i / S
SIDEWALKS, SUBGRAOE SHALL BE COMPACTED TO A DENSITY OF 90% '. EXISTING EDGE. ✓' .. /+y - O.Iq' Ae.
MAXIMUM.(AASHTO T-18a)..• /� • / \% \'•� SET REM
3. CRUSHED STONE- MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A / �• \ ��ti < - \\\\J,t / // ; SE C5
DENSITY OF 100% MAXIMUM (AASHTO T-191). WIDENING EXISTING ,
qua LGT
4. CENTERLINE PROFILE WILL REQUIRE HEIGHT GREATER THAN CURB FOR - {/' M1 V- /�%'�.���� � 1563MI sq; \ \\`\4 � _ -�O y __S85 12 54"_E -250 72, _ i'`
SOME STREETS TO MAINTAIN 2% MINIMUM CROSS -SLOPE. 0 '�( / \\''� -0.36 As. --- r
THICKNESS SHALL BE DETERMINED BY SOIL TEST AND PAVEMENT DESIGN IF REQUIRED BY DEPARTMENT OF PUBLIC WORKS. L_QT 2 ! ' �/ \ �r.' �\ `� A`A '- -- 4 - __------ -____.
2W-0°PAVEMENT FOR MINOR RESIDENTIAL WHERE APPROVED BY CITY. 'V .. 18BTj,4 q,R A�/.' / ` tii!+•, 3/ \ 4U� G%-� -- ----
-M a." Aa ! Y` /' LOT
*NOTE: PAVEMENT RECONSTRUCTION TO CENTERLINE IS REQUIRED N / ,. / 4 - /J - f / ex- •'Y,r -. i / �. Q t69tt ,a.N. 'aa .. �;� p9 __ -_`' 4`'. PoI I r____-_____
WHEN EXISITING STREET DOES NOT MEET THESE STANDARDS. a. 4u L ! ��a • °.3s'A°'
�� '�4R _ `:> •i• b N85" e
N .M r- : / �C��fi�l� ' Y//Ma' 6� STORMV/A1ER DETENTION'AREA 251.50'�.(�L-//'Ja
CoAIS ,.',IV / %89•t t'02' W t70.9'7 /•✓' 1Q/ 0 .y '7J mod\ .lii" �aj', QY Iw
POINT OF BEGINNING. - 0 / / / ! i \ / O % EROSION CONTROL
"D M / / - �\ _ / ro O' SEDIMINTATON BASIN /'T.a� I Im«J
LOTI
9oUN0ARr OESCRIPSiON ry ,� j / 04 �" y k \Ofib'
GREENSPACE TRACT "A" 2 N /��
SET #5 REAAR 16624.1 111 / - / 20641 2a q41. r SET #5 REAAR I;
-JA'/1D1P_ ��7772,,D.39__.W/ CAP
/ EXISTING 20' WA MNE EASEESSMiE;; NT EI(1571NG' TERUNE EASEMENT -' `/ u� 4' I�
S 89.1 14"/E-7M--54----� ---- ---- ---- ----- - --/ - ---- --- a lu
�- - - - - -------- - : r � --- lf---589'Y7'T4"E ---------479.1
COUNTY LINE -�----
4 i4• N 89 17'14" W 413.82 ?• -�---� COUNTYLME - s BAR RP ,
SIN CORNER N 89'1T14"II W - \ I I ° N 89'1 J'14' N I E COR ER S 88'53 54
SECTION 17 54.46' ,,yA�� ` - I SWt/4 SWII
T-1-S R-73-W P'R'tI• 1 71.25' �tl SECTION i
g1Sr' I A5 .1t+' '.01� I 1t' 99 't? OJ°tl T-1-S. R-13-W
CONTRACTOR IS RESPONSIBLE FOR VERIFYING I \ / 10 4`' 013'�4°� ,.°15c°R °
Pz°�°aP f4°ay°\Oy°
GRADE BEFORE AND DURING CONSTRUCTION I t6e�e°�4pb doe \��tia 1� ati S De
L----I--------�
SET #5 REAAR
W/ CAP
STAMPS
/ TE
0 A S ST �
LEGEND 1
�G ERF� '•, �/ S
O ARKANSAS
SAS
- Light STATE UI
Street Li
g ARKANSAS t)
A
- Fo nd monumeted nt -' ' NO. 1141 = + REGISTERED
0 -Set #5 RB / Allum•Cap = �' PROFESSIONAL 1t
®- Sewer Manhole �P�r
�- Water Valve `�/p " , D;, " c�\§, �vC No. 11056 �G/t/
Fire Hydrant '''., NqC LAND .,``°-LgTyAN G ;/O��
-0>- Power Pole """ , u i u W "N��ii�I/�
(D)-Deeded By affixing my seal and signature, I Kerry lane, PLS No, 1141, hereby
(M)-Measured certify that this drawing correctly depicts a survey compiled under my
(P)-Platted 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 lies within the 100 year flood
plane, according to the Federal Insurance Rate Map, panel # 0501810093
F , Dated: Oct. 19, 2001.
SE} SW 1y SECTION 17
a74116.2 q.N,
11.8a Ae.
INSTRUMENT NUMBER. 99100794
RESTITUTION FINANCIAL CORPORATION
----------------------------------
---------------------------------
----------------------
CERTIFICATE OF OWNER
OWNER DEVELOPER
Name: HOMETEX-PULASKI, LLC
Address:612 OAKDALE ROAD
ALEXANDER, AR 72002
CERTIFICATE OF OWNER:
Name: HOMETEX-PULASKI, LLC
Address:612 OAKDALE ROAD
ALEXANDER, AR 72002
We, the undersigned, owners of the real estate shown and described herein
do hereby certify that we have caused t0 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
Source of Tile: SEE SOURCE OF TITLE TABLE
f CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY \
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. -
REGISTERED PROFESSIONAL LAND SURVEYOR
NO. 1141
ARKANSAS
CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY
I, . HEREBY CERTIFY THAT THIS PLAT
CORRECTLY REPRESENTS A PLAT MADE OR VERIFIED BY ME, AND
THAT ENGINEERING REQUIREMENTS OF THE LITTLE ROCK
SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED
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
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND
REGULATIONS RELATIVE TO THE PREPARATION AND SUBMITTAL TO
PRELIMINARY PLAT HAVING BEEN FULFILLED, APPROVAL OF THIS
PLAT IS HEREBY GRAN
TED, SUBJECT TO FURTHER PROVISIONS OF
SAID RULES AND REGULATION
S. THIS CERTIFICATE SHAL EXPIRE
DATE
SIGNED,
DATE OF EXECUTION NAME
L.R. PLANNING COMMISSION
PROPERTY SPECIFICATIONS
OWNER: HOMETEX-PULASKI LLC
612 OAKDALE ROAD AVERAGE LOT SIZE: 0.40 ACRES
. ALEXANDER ARKANSAS 72002 SMALLEST LOT: 34 ACRES
DEVELOPER/: HOMETEX-PULASKI, LLC NUMBER OF LOTS: 57
SUBDIVIDER 612CAKDALE ROAD SOURCE OF WATER: CENTRAL ARKANSAS W,
ALEXANDER, ARKANSAS 72002 SOURCE OF SAN. SEWER: CITY OF LITTLE R
ENGINEERS: THE SENTINEL GROUP, LLC BUILDING SETBACKS:
305 PINNACLE DRIVE FRONT-25' OR AS SHOWN
BRYANT, ARKANSAS 72022 REAR-25' OR AS SHOWN
SIDE -INTERIOR 8', EXTERIOR 25'
NAME OF SUBDMSION: 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', EXTERIOR 10'
NEW STREETS: 3345.12 LF. STREET RIGHT OF WAYS: 50' (60' OTHERWI
ALL ROADS AND RIGHTS OF WAY ARE PRIVATE STREET WIDTH: 28' BOC TO BOC
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
200'.
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.
SOURCE OF TITLE
WARRANTY DEED RECORDED AS INSTRUMENT NO. 2005005632
SW < SW } 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 } OF NW } OF SW } OF SECTION 17 TOWNSHIP 1 SOUTH, RANGE 13 WEST, P.C.A.
99100794
SEa 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.
NE J OF SW } OF SECTION 17 TOWNSHIP 1 SOUTH, RANGE 13 WEST, P.C.A.
The Sentinel Group, LLC
Civil Engineering - Development - Planning - Project Management
305 Pinnacle Drive, Bryant, Arkansas 72022 Ph: (501) 912-0029 Fax: (501) 8474521
OWNER / DEVELOPER
HOM ETEX-PU LASKI, LLC
PRELIMINARY PLAT
PAGIS POINT A
VISTA POINTE SUBDIVISION
NUMENT59
PND. MONUMENT
NORTHING: 105929.17
,,,,,,
.••" qti OF A(/T '',
�'s,
rY
EASING: 1188177./4
GQ' A
A PRIVATE ROAD SUBDIVISION IN THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS
c--=-=-----------------
_ _ _ _ _ - -
ELEVATION: 359.85
`.�'
,,,,u.o,,,,
�� , 0
�'''
PAGIS Z MO UMEN A2M MK
MONUMENT
S 87*52'460 E 1313.9i' - - J /�
-I
~ THE �= '
NORTHING: 108977.7
NOR IN
7+
_ - SENTINEL CROUP _ ,�
DATE: 06/05/2006
C.A.D- BY: C. Taylor
DRAWING NUMBER:
EASING. 1166864.4
ELEVATION: 333.32
1
= L,J - LLC
- 0003
S 13'21'42" W
No. 1269 :'
REVISED:
04/28/2007
CHECKED BY: J. Long
03/04/2008
SCALE: 1" = 100'
SHEET NUMBER: 2 OF 17
58.25'
/
PAGIS POINT 2059
�; 9" ,• [�� ;
'',, '/r.,,""'m u,,•','`
`•
FND. MONUMENTNORT
S G\`
EASII 11188167 98 '•" .gA'Su i,[......
ELEVATION: 360.17