HomeMy WebLinkAboutS-1522 Map 2BASIS 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 DES
CRIBED AS FOLLOWS: COM
MENCING AT
NORTH,
THE SOUTHWEST CORNER OF SECTION 17, TOWNSHIP 1 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, THENCEN44037-56"E A DISTANCE
OF 536.37 FEET, THENCE N56020'08"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 N22009'55"W A DISTANCE OF 60.04 FEET, THENCE
N69047'56"E A DISTANCE OF 1.15 FEET, THENCE N07055-43"W A DISTANCE OF 219.05
FEET, THENCE N17053'49"E A DISTANCE OF 126.61 FEET, THENCE N17°53-49"E A
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 S15057-23"W A DISTANCE OF 99.43 FEET, THENCE S53-46-37"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
307.06 FEET, THENCE N81015-21-W A DISTANCE OF 269.47', THENCE N30°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.B5 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 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 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 SECTIONI7, TOWNSHIP 1 NORTH, RANGE 14 WEST,
o
OF 290.54 FEET TO THE POINT OF BEGINNING
THENCE S89 17 14"E A DISTANCE ,
e ,
e ,
2 48 FEET, THENCE N44 37 56'E A DISTANCE
THENCE N23 36 29"E A DISTANCE OF 68. E
OF 536.37 FEET, THENCE N56e 2 OB"E A DISTANCE OF 328.55 FEET THENCE
0
N27016'17"E A DISTANCE OF 599.42 FEET, THENCE N69047'56"E A DISTANCE OF 50.83
LENGTH I FEET TO A POINT ON A CURVE WHOSEGT S 21.8 FEET AND RADIUS IS 220.00 9
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 S56-20-08"W A DISTANCE OF
336.39 FEET, THENCE S44037'56"W A DISTANCE OF 521.97', THENCE S23036-29"W A
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
CORNER OF SECTION 17 TOWNSHIP 1 NORTH RANGE 14 WEST THE SOUTHWEST OR , ,
THENCE S89017'14"E A DISTANCE OF 290.54 FEET, THENCE N23036'29"E A DISTANCE
OF 268.48 FEET, THENCE N44037'56"E A DISTANCE OF 536.37 FEET, THENCE
N56020'08"E A DISTANCE OF 328.55 FEET, THENCE N27016'17"E A DISTANCE OF
599.42 FEET, THENCE N22-09-55"W A DISTANCE OF 60.04 FEET TO THE POINT OF
e DISTANCE .OS FEET O C
0
D AN E F 21 THENCE N17 5349 E
BEGINNING THENCE N07 55'43"W A 9
A DISTANCE OF 276.69 FEET, THENCE N55013'02"E A DISTANCE OF 301.72 FEET,
°
0Ol F 2 56"W A DISTANCE
THENCE S51 38'35"E A DISTANCE 0 99.04 FEET THENCE 506
OF 186.60 FEET THENCE S150572 3'9N A DISTANCE OF 99.43 FEET THENCE
0
' THENCE
$53 46'37"E A DISTANCE OF 465.30 C 539e01'11"E A DISTANCE OF 134.20
e ,
o •
F 196-24 FEET THENCE S28 32 47 W A
FEET, THENCE S21 40 11"E A DISTANCE O
DISTANCE OF 307.0E FEET, THENCE N810 15'21"W A DISTANCE OF 269.47', THENCE
N30044'11"W A DISTANCE OF 148.86 FEET, THENCE 1456007'57"W A DISTANCE OF
164.27 FEET, THENCE S27016'17"W A DISTANCE OF 550.85 FEET, THENCE
S39021'38"W A DISTANCE OF 264.36 FEET, THENCE S65042'36"W A DISTANCE OF
240.53', THENCE S46008'49"W A DISTANCE OF 69.24 FEET, THENCE S8501T54"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 S46°08'49"W A DISTANCE OF
190.23 FEET,THENCE N89017'14"W A DISTANCE OF 71.25 FEET, THENCE N46008-49"E
A DISTANCE OF 398.76 FEET, THENCE N65-42-36"E A DISTANCE OF 237.44 FEET,
THENCE N39021'38"E A DISTANCE OF 247.36 FEET, THENCE N27016'17"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 581015'21"E A DISTANCE OF
210.74 FEET, THENCE N28-32-47"E A DISTANCE OF 248.49 FEET, THENCE 1421040'11"
A DISTANCE OF 165.18 FEET, THENCE N39-01-11-W A DISTANCE OF 120.09 FEET,
THENCE N53046'37"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
N51038'35"W A DISTANCE OF 234.42 FEET, THENCE S55013'02"W A DISTANCE OF
247.74 FEET, THENCE S17053'49"W A DISTANCE OF 248.35, THENCE S07055-43"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 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 PUN
SIDEWALK
4' 0" 4'-0-
CURVE TABLE
CURVE
LENGTH
RADIUS
CHORD
DELTA
CI
111.82'
150.00'
S21021'22"E 109.25'
42042'48"
C2
41.33'
250.00'
S05039'26"W 41.29'
9028'22"
C3
142.05'
250.00'
S26040'15"W 140.14'
32033'16"
C4
112.58'
250.00'
S55°50'56"W 111.63'
25048'06"
C5
165.62'
250.00'
N49046'16"E 162.61'
37057'26"
C6
93.69'
200.00'
N13051'03"E 92.84'
26050'28"
C7 1
79.91'
200.00'
N11000'56"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"
C10
157.43'
250.00'
N87005'57"W 154.94'
36004'49"
-El -1
78.59'
250.00'
N60003'14"W 78.26-
18000'37"
C12
128.72'
250.00'
N36017'54"W 127.30'
29030'03"
C13
104.2V
275.00'
S20-22-12"W 103.66'
21043'39"
C14
56.22'
275.00'
S37005'27"W 56.13'
11042'52"
cis
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'SB"
C18
72.35'
225.00'
N5803TITE 72.04'
18025'26"
C19
36.1®'
44.00'
N14054'55"E 35.10'
47000'42"
C20
7.71'
60,00'
SO4054'28"E 7.71'
7021'56"
C21
81.:i
60.00'
S37036'26"W 75.24'
77039'51"
C22
26.63'
44.00'
N59006'01"E 26.23'
34040'39"
53
1.73'
44.00'
N40038'09"E 1.73'
2015'05'
C24
39.38'
44.13'
N10034'15"W 38.08'
5100730"
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'
S72039'414W 21.97'
5043'29'
C29
22.19'
280.00'
S72004'10"W 22.19'
4032'28"
C30
120.99'
280.00'
S86043'10"W 120.06'
24045'32"
C31
39.99'
44.00'
N54025'33"E 3B.63'
52004'22"
C32
4.89'
54.19'
S30056'36"W 4.89'
5.1011"
C33
31.95'
44.00'
N12°44'48"E 31.25'
41036'05'
C34
41.10'
275.00'
1 S16056'54"E 41.06'
8033'44"
C35
83.41'
275.00'
S03058'40"E 83.09'
17022'42"
C36
101.64'
275.00'
S15°17'58"W 101.06'
21010'34"
C37
6.36'
275.00'
S26032'59"W 6.36'
1019'29"
C38
21.03'
25.00'
N03007'02"E 2D.41'
48011'23"
C39
32.89'
50.00,
S02008'01"E 32.30'
37041'17"
C40
66.12'
50.00,
S54035'43"W 61.41'
75046*12"
C41
62.62'
50.00'
N51038'35"W 58.60'
71045'12"
C42
79.56'
50.00,
N29049'04"E 71.43'
91010,051,
C43
21.03'
25.00'
S51018'25"W 20.41'
48011'23"
C44
70.10'
225.00'
S18017'13"W 69.81'
17051'00"
C45
105.12'
225.00'
SO4001'22"E 104.17'
26046'11"
C46
19.8W
225.00'
S19056'04"E 19.84'
5003'12"
C47
12.67'
44.00'
S43004'36"E 12.82'
16045'12"
C48
39.64'
111.86'
N40009'01"W 39.43'
20018'16"
C49
44.32'
147.92'
N21057'44"W 44.16'
17010'05"
C50
33.41i
44.00'
S35-02-58"E 32.64'
43032'31"
C51
42,72'
275.00'
N54036'30"W 42.68'
8054'04"
C52
43.72'
275.00'
NSS-36-12"W 43.67'
9006'33"
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'
N23°56'49"W 1B.91'
3°56'30"
C56
20.84'
2 500'
S45°5 1'40"E 20.25
o
47 4612
C57
52.2 6'
S0.00'
° „
N39 48'09 W 49.91
°
59 53 14
C58
67.03
50.00'
N280 32'47"E 62.12'
760 48 38
C59
5CIS'
50.00,
S82000'26'E 51.57'
62004'57"
C60
- 1'
67.7
S0.00'
o
S12 10'06"E 62.66'
77 a 35'42"
C61
7.78'
25.00'
N17042'55"E 7.75'
17049'38"
C62
13.52'
25.00'
NO6041'30"W 13.36'
30°59'12"
C63
89.45'
225.00'
N33034'26"W 88.86'
22046'41"
C64
23.90'
225.00'
N48000'21"W 23.89'
6005'08"
C6.1
45.63'
22 LOW
N56051'31"W 45.55'
11037'11"
C66
25.10'
225.00'
N65051'49"W 25.08'
6023'27"
C67
51.46'
44.00'
S65011'55"W 48.57'
67000'25"
C68
35.15'
225.00'
N22047'45"E 35.11'
8057'03"
C69
26.40'
-44.00'
S02009'15"E 26.00
34°22'2a
C70
1.96'
44.00'
S20037'07"E 1.96'
2033'19"
C71
115.57'
60,00'
1 N33017'02"E 98.Si1•
110021'38"
C72
7. 98'
44.00'
0 5'S
S83 1 "W 7.97'
8
10023 45"
C73
15.26'
1 44.00'
S68°08'08"W 15.18
19 51'S6
C74
92,15'
275,01'
N54037'37"E 91,71'
19011'S4"
C75
21. 71'
275.00'
o
N66 29 16"E 21.71'
o ,
4 31 25
C76
18.34'
225.00'
S66°24'52"W 18.34'
4040'14"
C77
82.96'
22 5.00'
°
553 3049"W 82.51'
o ,
21 0752
C78
123.57'
225.00'
0
7 W 122. 2
S2 12 53 0
a
31028 00
SOLID
2V-0" PAVEMENT ----
CL
CLASS 3 OR 4 3" ASPHALT PROFILE GRADE
CURB 8 GUTTER WEARING SURFACE -
3:
7- CLASS 7 BASE COURSE COMPACTED SUBGRADE
AT 100% MODIFIED PROCTOR DENSITY AT 95% MODIFY PROCTOR DENSITY.
GENERAL NOTES STREET WIDENING EXISTING STREET
1. IN AREAS TO RECEIVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS, OR
CURB AND GUTTER, SUBGRADE SHALL BE COMPACTED TO A DENSITY NOT
LESS THAN 95% OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE 3 I -
CONTENT. (AASHTO T-180) f VERTICAL SAW
2. FOR AREAS OF SUBGRADE PREPARATION TO RECEIVE CONCRETE CUT 1' FROM
SIDEWALKS, SUBGRADE SHALL BE CDMPACTED TO A DENSITY OF 90% y EXISTING EDGE.
MAXIMUM.(AASHTO T-180). >
3. CRUSHED STONE- MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A
DENSITY OF 100% MAXIMUM (AASHTO T-191). WIDENING EXISTING
4. CENTERLINE PROFILE WILL REQUIRE HEIGHT GREATER THAN CURB FOR
SOME STREETS TO MAINTAIN 2% MINIMUM CROSS -SLOPE.
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INSTRUMENT NUMBER: 2005005632 .',J \. `�ZG;: L :•`�\�'" �``\ % r'j ' ''0 49 '> p-Set #5 RB/Alum. Cap = 'q y¢ Lv? tA% ENGINEER
LANDSPUTASKI, LLC ' i '� ` �, p,}t \`��` ' ''e / �, % Sewer Manhole s�;?Ry D. �.`.°J� No* 1105E / III III ',
.-- _
LINE TABLE
LINE
BEARING
LENGTH
L1
S69047'S6"W
27.90'
L2
S69047'56"W
28.93'
L3
S69-47-56"W
28.81'
ettto
3.3A Ae ./ / ln has -
r,�J,: />tir �- Water Valve O 5 =O �Gvl
/ \"♦ o
,' 3 `:�, - ,� �-
FireHydrant NAB LAND .° -N/HAN G.\-0/SET #5 RMAR
;e �> i ' .. '�?��e`1 / i1� W/ CAP -Power Pole ""nnlOwho'a. �`�� ��!
ti oa �. <\'- - �� ` ` i By affixing m seal and signature, I KerryLane, PLS No 1141, hereby
n4o Ae ,:' / \ - `\ ,3 n b (D) Deeded certify that this draw g correctly depicts surveycompiled under y
/ , S R 1� t7ae7.6 par , �• (M -Measured
Osi A6: r / • ,y0 supervision.
in c ectl de icts rve No,
m
tee Platted
-LOTS �\��`�%£ dy `� `, \� ��.,' ",��p"'/ IL, • � NOTE: This survey was based on legal descnntions and title work
tsoi�i N. ` tSµ T\�� r .`/ �`� ;yam furnished by others and does not represent a title search.
O.wie. A�ry
No portion Of the property described hereon lies within the 100 year flood
-* / ` ro� f '' \\ \\'6• -�-� `11•. °i lane, according to the Federal Insurance Rate Ma panel # 0501810093
►� y;6 / ,/ ` `\ „a , �� \\ \�J?. I8867.z sq.n. ° L > P Oct.P.
.\-\�� \; F ,Dated: . 19, 2001.
LL y Q�ySr- 2rT`� Ia .2.4 pff >O� J j 1 I.OT 53\\�qr N ``c `;. �,p39 SE} SW£ SECTION 17
�P 1ea23.z ee,.tti \\\Qs. ,. 51 116.2 . fl.
`, ` SET /° REIM 4 q.
/: / ` � -dP• „ l 4. , 0 3R Ao. , \ \ W�' •JE W/ 11.W Ae.
tf`"QG i/ ,/ ,\ rti ."�, ` - �� f (1h 3i� e1,A05� INSTRUMENTNUMBER: 99100794
. C%.�. , JSe1Fr \\'/10 4�°i/ :� :. : ♦ S y1 : RESTITUTION FINANCIAL CORPORATION
cor + o \ \st L.QT f \ ►L
/ . ,, 2092zz 4.2 .�. e° ,/ /�`: �o. ia4:99
9!A Ao. .� OG. r / " `JS.
r .. y.
/ ' / , •,:' ",'P t s:r \\\\�,At
� J , ` 9 �..-SwE/T C/aM REM ys>•r':
S85'12'540 ::':: _!✓r ?" .'>?.
- / .\�• lsaao.t .q:x.. ,.. _ - ---- E. 250 I ;�'
wx
.." / / `\.\\,• 0.3E Aa. / :� `�♦:i r`_„_..
THICKNESS SHALL BE DETERMINED BY SOILTEST ANO PAVEMENT DESIGN IF REQUIRED BY DEPARTMENT OF PUBLIC WORKS. " .. mom: /:" LOT Sy ?/ / �Y "\F A �, �" a_ _-' _ _ '---'¢----_----------------------------------- __ ______ _ _
20'-O' PAVEMENT FOR MINOR RESIDENTIAL WHERE APPROVED BY CITY. _'�' / .:. f8677• AegR J/ / \. '..; -i� 1 - - - _. -',y� /y --'F= _______________________________ __ _ __ __ ____-_--� - __ -___ ____----_______--_-_____________-
. 0.44 Ae. / / / T / LOT 56 '� '�� - O I _____ - -- .I r'`_ _-"`_ ___-
/ : ! ` - *. r __ `6 C-R-WATT781NL T:A3EBENT ____ _ _ __
*NOTE: PAVEMENT RECONSTRUCTION TO CENTERLINE IS REQUIRED _.....- -Ci; i '" G : ts-°t.t rq.R.�\�. --------------`--- - ----- ---- ------ '' - r _-_________-__
r.:
/ �,'`. ';,.w-Gss Yy.n>..b �r _ __,r.____-,ca ______________________
WHEN EXISITING STREET DOES NOT MEET THESE STANDARDS. y. - 4� ! [__ _ - ' °•39 i1e• : .-�� .r O°J J -- ?s'�Yi,/✓"
/ N85.12'54"W 251 So,
S70RMWATER OETEN71ON AREA ,
M ! N tp'11'02• W 17D.83' 4A .j? / . 1 5 4y
POINT OF BEGINNING:. ! _ -- -/ / M1 \ v / o ry EROSION CONTRA p��}/ J O z I
BOUNDARY DESCRIP'.iON ry / / b / ��� ' �•- - 90. SEDNINTATION BASIN Gw�\�J •'+'', �,af"p I I¢
GREENSPACE TRACT 'A' 2 N ! LOT i / / / ` t?' '�� 5 tpsf'S•
SET n REAAR r / 166941 e0.B. / r 208A 23 pn. /y. J 3ET /S REAAR
�77 ♦O1A9 _��� W CAP [ �
%0 L E70STING 20' WATER 333E3M���E�M /EXISn G � TEAUNE%ASEMENT - ____ __-_ // In "�I FNDPAG'SMONUMENTPOINT � A ,`pH,n'ruu
S 89' 4 /E=-29834 -` ----- ----- ------ - - --r -- - - ---- - - 4_LE --- ---�79'3Q' pYc'Adt � iU EAO9 NNG: 06 n .•.o ,\EOF A(/p�•,
-- - _ 1rt _ 1 '
4k4" COUNTYLPE --- a -- ___`� r7 G: 11BB177.14 ..`' GQ-`Puw uuU,,�
_ _ ELEVATION: 359.85 N �.
CONC MON - N 89'17'14 W 41d.82 \ r- CWMYLAIIE BAR R.P r a+ /-_--------_-------------------- [<
yTV cu( p N 89*17'14•ll W \ coR ER S 88'S3'S4' E 3913.58 - - - - - ._ - _ _ _ i
SECTION 17 54.28' ' I `:N 89^7 '14" W I I �4 7/4 ( PADS POINT 2059 AZM MK S 87.52'46" E 1313.91' - J - - -7 ~ ° THE `
T-1-S R-13-W 'L" ' 71' 5' SEC ON 1 END. AZ NONUMENT / = SENTINEL GROUP.' y
W� I ,A4 I 1!�`_lq. 1L' T-1-S, R-13-W NORTHING: 108977.7 = K - c-1 -
t 1 / 0 l�R, So'd Ott#6# I \°4� \V'G Ott O� EA9TING: 1188B64.4 I = W _ LLC E 0
CONTRACTOR IS RESPONSIBLE FOR VERIFYING \�� of 44Ea .5 vo,95r4,� �o-9yt 4_,9g b 4 pPs y �vpSS`�9 ELEVATION: 333.32 = v : z
tw' s a ti t� v ti e 1 S 13.21'42" W 1 No. 1269
GRADE BEFORE AND DURING CONSTRUCTION , r0XVI"��p ot��etd�p�� e5o 2a SJ�e of oso�E o� d(4°e 58.25'
G�OtS J/ +D 5a0IOt0' 11'\O� �a6V a lO lO I FNOISMPOINT ONUMEN059 '.,Sr.rih Jaa\
.. t I`••
- NORTHING: 106a7249 ., A1S-ENGd
EASDNG: 1198763.98 '"'0nurw urn"a
ELEVATION: 360.17
SET /5
CERTIFICATE OF OWNER
OWNER DEVELOPER
Name: HOMETEX-PULASKI, LLC Name: HOMETEX-PULASKI, LLC
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
Source of Tile: SEE SOURCE OF TITLE TABLE
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.
DATE OF EXECUTION NAME
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
SUBDMSION RULES AND REGULATIONS HAVE BEEN COMPLIED
WITH. THE PLAT HAS BEEN SURVEYED AND DULY FILED FOR
RECORD IN THE OFFICES OF THE E STAT 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
or 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 GRANTED, SUBJECT TO FURTHER PROVISIONS OF
SAID RULES AND REGULATIONS. 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 612OAKDALE ROAD SOURCE OF WATER: CENTRAL ARKANSAS WA
ALEXANDER, ARKANSAS 72002 SOURCE OF SAN. SEWER: CITY OF LITTLE ROC
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 SUBDIVISION: VISTA POINTE SUBDMSION EASEMENTS:
ZONING CLASSIFICATION: R-2 (RESIDENTIAL) FROM-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' OTHERWISE
ALL ROADS AND RIGHTS OF WAY ARE PRIVATE STREET WIDTH: 28' BOC TO BCC
MISCELLANEOUS CONSTRUCTION NOTES
1. SIDEWALKS ARE TO BE CONSTRUCTED AT THE TIME OF STREET
CONSTRUCTION, AND ARE TO HAVE A TxT 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. 2005009632
SW } SW 14 OF SECTION 17, TOWNSHIP I 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
SE } OF SW j OF SECTION 17 TOWNSHIP 1 SOUTH, RANGE 13 WEST, P.C.A.
LIMITED WARRANTY DEED RECORDED AS INSTRUMENT NO, 98-051959 TO WHITWELL, INC.
NE } OF SW } OF SECTION 17 TOWNSHIP 1 SOUTH, RANGE 13 WEST, P.C.A.
S (<.��
UThe Sentinel Group, LW
Civil Engineering - Development - Planning - Project Management
305 Pinnacle Drive, Bryant, Arkansas 72022 Ph: (501) 912-0029 Fax: (501) 847-8521
OWNER / DEVELOPER
HOM ETEX-PU LASKI, LLC
PRELIMINARY PLAT
VISTA POINTE SUBDIVISION
A PRIVATE ROAD SUBDIVISION IN THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS
DATE: 06/0S/2006
C.A-D. BY: C. Taylor
D WIN NUMBER:
06-0003
REVISED:
04/28/2007
1 CHECKED BY: J. Long
03/04/2008
1 SCALE: 1" = 100'
SHEET NUMBER' 2 OF 17