HomeMy WebLinkAboutS-1522 Map 4BASIS 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
TOWNSHIP 1 N RTH RANGE 14 WEST
THE SOUTHWEST CORNER OF SECTION 17,O ,
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
0 0
N 7 '4 "WADI DISTANCE OF 219.05
N 47' "E A DISTANCE OF 1.15 FEET THENCE0 55 3 S 69 56
0 0
26.61 FEET THENCE N17 5349 EA
FEET, THENCE N17 53'49"E A DISTANCE OF 1
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 506001'56"W A DISTANCE OF
186.60 FEET, THENCE S15057'23"W A DISTANCE OF 99.43 FEET, THENCE S53046'37"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 N81-15-21"W A DISTANCE OF 269.47', THENCE N30044'11"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 S65042'36"W A DISTANCE OF 240.53', THENCE S46008-49"W
A DISTANCE OF 69.24 F E 12'54"E A DISTANCE OF 250.72 FEET FEET, THENCE S850
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,
THENCE S89017'14"E A DISTANCE OF 290.54 FEET TO THE POINT OF BEGINNING,
0 0
THENCE N23 36'29 E A DISTANCE OF 268.48 FEET THENCE N44 37 56 E A DISTANCE
,
OF 536.37 FEET THENCE N560 20 OB E A DISTANCE OF 328.55 FEET THENCE
N27016'17"E A DISTANCE OF 599.42 FEET, THENCE N69047'56"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 N720 39 41 E AND CHORD LENGTH IS 21.97 FEET, THENCE
S27016'17"W A DISTANCE OF 665.27 FEET, THENCE 556020'08"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
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 N44a 37 56 E A DISTANCE OF 536.37 FEET THENCE
e o
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 N07055'43"W A DISTANCE OF 219.05 FEET, THENCE N17053-49"E
A DISTANCE OF 276.69 FE
ET, THENCE N550 13'02"E A DISTANCE OF 301.72 FEET
e o
" A DISTANCE E F 2 4 FEET THENCE 506 Ol'S6"W A DISTANCE
THENCE SSl 38'35 E S C O 99 0
OF 186.60 FEET THENCE S1505 7'23"W A DISTANCE OF 99.43 FEET THENCE
0 e
4 'THEN E 01'11"E A DISTANCE OF 134.20
553 46'37"E A DISTANCE OF 65 30 C S39
a a
ANC THENCE S28 3247 W A
FEET THENCE S21 40'll"E A DISTANCE OF 196.24 FEET
DISTANCE OF 307.0E FEET THENCE N81015 21"W A DISTANCE OF 269.47' THENCE
N30044'11"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
0 0
42' WADI DISTANCE OF
21' "W A DISTANCE OF 264.3E FEET THENCES65 36 S 539 38
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 N46008-49"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 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 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 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 S6904756" 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
SIDEWALK
LINE TABLE
LINE
BEARING
LENGTH
L1
S69047'56"W
27.90'
L2
S69047'56"W
28.93'
L3
S69047'56"W
28.81'
y°1ry ss/•
f ,
•.•y° SgR�.1k ,, /Ii Tyr 3r
y5 A.,1"!G'��nya1'/
SET #5 REOAR
Pit11 •. \ d04
14111 i "4 \ ` pq e,_ SET #S RMAR O
t n Mi l l ' LO'Y' 2 . \\ 2A, w cu•
1BU83.'d ft. 4I 1 774.44) W./L� I\\
I , ` ou so.J ``` 0.4o GRAPHIC SCALE
I C
GO I
7 1 j o
N
l .LPT 21 i LOT 24 :on- 0' 100' 200' 300'
19619.8 iq.ff.. ' F s .1
�, / Y .14s Ae. •a' � i 19a�w4 o R
N SEE 05 W CAP REBAR
SET #5 RE., �-17358.0 R qj' 1. 7�3' 11 `•rH
W/ GAP - 7 p d•40Ae.' ra J •D S15'57'23"W
Ls s er3e_76 E .036o 99.43'
STORMMIATE2 DETENTION AREA
EROSION CONTROL -
n^/ -. LOT 26 SEDIMINTATON BASIN
qr REBAR W/ - .1/!�"'£ - .zp•m»4"`•
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SW�SECTION 17 G
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'NE11SWp SECTION 17
INSTRUMENT NUMBER: 99100793 - -- 1 •+> �...(P`,7 383547.5 .q.ft.
'i r- N'.IiB' 0 ELL1�2��1 \\ 1'J8a.8 nq.H.'.�.,,�L�.�' ,', ,� 8.81 A0.
RESTITUTION FINANCIAL CORPORATION I IPA `/ S'-..
N � _ � S INSTRUMENT NUMBER: 98-051969
m I' 1OTtq_ft.)
_ t WHITWELL, INC.
G'T \ 0
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STAMPS
5 REBAR • J� \\. \\\\\. , / /-I ' / ,� .•" SST` ,/ �/5•1 ATE 0E,
W/ CAP h i o, h, [ LQl4444444 LEGEND �G RF 00 �Z L
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\/„00.4* Ac. • ' �. f - D.IO AR.,, AR11ti1\�p7AS
\ ` ?Iy / STATE OF
oA: Ao. ��. -Street Light
1 * r t
9 ARKANSAS / \
\'`�`''. tear\`�'� 1. ! \��z' �/' -Found monuted ument oint NO. 1141 ; REGISTERED
SWJSW SECTION 17 �� .\ \\4�• �,,� % ! - _ o - PROFESSIONAL 1
577576.71 •q.H. i ` �,, \ / ! I -� `� ! O -Set #5 RB / Plas. Cap = O = _ \ 1
3 ws RUMENrrvuA6iAc.BER: 2005005632 ,/ \ J\Q1l.; LO T . `' : ` % ' >' f0 - Set #5 RB / Alum. Cap ° n ' ¢ l J ; ENGINEER 11
\\� r0� 49 i to '' F V.:' _y c \
LANDSPULASKI, LLC ,' \\\�/. 17a55.7 .q6% \\ j \ •� 56550 ff. % %! , D. •' Q-
Sewer Manhole S ' '6` 2- / - S RRy p� * * * 1
\�r a,3"' ® I 3'i '" "\ J :v No. 1105E 11
,1 I /-water valve pN 5 �C7�/
h ,' Eo Fire Hydrant qC LAW ,•o' ��!qT C �0�1
LQ�� \ \0> > / r '��:�`�' I ' i ^M W� CAP - Power Pole r,prp "• DNA �!
SOLID g , /` \'•F V•' �� r,Ininn:�"
SODDING n \ \ 173Pi.3 .n,.R. \ < \� \ / M
"-° ' " •-" 24'-0' PAVEMENT / g' ` ; �0.40 Ae. �' +•� \ `\ / `1' _ 8y afFxing m seal and signature, I Ke Lane, PLS No, 1141, hereby
q• i , ^.y( fe y E 17 _ / \ , EpE� \ \ / m (D) Deeded
/-+�"s� "s certify that this drawing correctly depicts a survey compiled under my
' ' " i r.M gSf/rt6 \ o4s A0 a ry6>' (M)
-Measured supervision.
CLASS 3 OR 4 MAX 3"ASPHALT PROFILE GRADE F ""' \ \ (P)-Platted
CURB WEARING SURFACE - ♦.\ /F+ \ 7 •'i 1
3:1 � work
\\\ f hd h and t title h
1sei3.' s %' �i '� � \`,\ ' LOT $1 _,, ��+0i z � ° umis e y others an does no represent a I e search.
NOTE: This survey was based on legal descriptions and title
SA
n >• � s:s/ Ae.' -. <� � b o re re
.b1 4, �' �` ` ' \• L T 2 �� r'eNGK `- " 'y9 No portion of the property described hereoi lies within the 100 year flood
COMPACTED SUBGRADE ► • / \` ` / ` /A�(/' • ' . - ` • "'-
• u9sE ► 6 / saes? \, wsy'% plane, according to the Federal Insurance Rate Map, panel # 0501810093
] CLASS 7 BASE CO _ / ''p - r =� \\ 1 acb '
AT 100% MODIFIED PROCTOR DENSTTY AT 95% MODIFY PROCTOR DENSITY. 2 yL� 4j// / / , ^ FOA3 Ao., `\ \ 0M1 •q,R-�'� F ,Dated: Oct. 19, 2001.
SE J S W J SECTION 17
SQ n �. SEEI05 REBAR 5/4116,2 aq.ff.
GENERAL NOTES STREET WIDENING EXISTING STREET /`��P /•' / `i / l / 03� "+0' \\\\ ,�• +0•36' g W/ 11.se Ae.
I. IN AREAS TO RECEIVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS, OR ! SET #5 REBAR Z G / , ` ` ' ' ' ` - rJ
,t \ > ,yy , \�\ 65 AO• INSTRUMENT NUMBER: 99100794
CURB AND GUTTER, SUBGRADE SHALL BE CDMPACTED TO A DENSITY NOT 3�. W/ CAP •d�.�CiP' ,' ' `� \`� , �O •�'/ -� \-�\`1 �' V) - y I RESTITUTION FINANCIAL CORPORATION
LESS THAN 95% OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE
7" /
CONTENT. (AASHTO T-180) VERTICAL SAW , ✓�J LOT 3 - �• / /o. ••�1 LOT ^ 6y y '
2. FOR AREAS CF SUBGRADE PREPARATION TO RECEIVE CONCRETE .: : CUT 1' FROM - [. / 20B24.z k. A !.'/ \\\ \�T• 10'
SIDEWALKS, SUBGRADE SHALL BE COMPACrED TO A DENSITY OF 90% zq. 0 42 M / .!'
EXISTING EDGE. / ' . ,' /,a „PAQ Ae. / \\ >•tf: \„ I "_r
MAXIMUM.(AASHTO T-180). i. <! _ ..a♦/.. .�/ \'\ +,\/\j\' \ y
3. CRUSHED STONE- MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A : _ �� • " '.tie ' ! `\ •/ / `` rV _ W/SET �Ro:: R X'. P
DENSITY OF 100% MAXIMUM (AASHTO T-191). WIDENING EXISTING' / _�„ y' ♦ .' /\`�" ' ' / N'/ J ! c;s ! C
4 CENTERLINE PROFILE WILL RE DIRE HEIGHT GREATER THAN CURB FOR - • { a ^_ /Q- :' `� --' \ ` 9--- _ S8S'I2'$4' , -' r
Q /f/^..,. <: lsaea l .q;11.. \ ,. - - - -- - E_._'250I - _ ' &
SOME STREETS TO MAINTAIN 2%MINIMUM CROSS -SLOPE. , .� / / _ / �•(P 0 r / \` `\ 0.3E A. `\`\y/ :.-.-��_
THICKNESS SHALL BE DETERMINED BY SOIL TEST AND PAVEMENT DESIGN IF REQUIRED BY DEPARTMENT OF PUBLIC WORKS. TO " _ --------------------------------- ---------------------------------
PAVEMENT FOR MINOR RESIDENTIAL WHERE APPROVED BY CITY. ' OY, / Lam.. �S / ` > _ _ _._______ _- _ �.,! __________________ __ ___ _ _____
18877A 9M.R. _. / �\ r' \ °• •//j' _- 6 ,.-,i T F==______ _ _________ _ ________ _ __
* 0.44 Ae. , /P '/ $.. `�.\�.�C -- � . \_- •`_ �sY •_ / eq�9 i� l --- ----- --------------------------- ---- -cc-20- WATOURE'tAb WLWT -- -- -- ----
NOTE: PAVEMENT RECONSTRUCTION TO CENTERLINE IS REQUIRED` / .��" 16791.1
AnA•n• - '►- - _- "` --- ` fir° r -- - ------ -----------`-----------
WHEN EXISITING STREET DOES NOT MEET THESE STANDARDS. •. L,.[� sy'�.• '
,...N a �,-. r ;��`. v d b0`b _ N85'12'S4»
70 , • ;1V / �.` i�IB.S / k°j 5T0RMWATER DETENTION AREA 0� ;yJr/' I i
/ x er11'o2• w 170.93 <�� W
POINT OF BEGINNING:.. b / - - - i . r h :. ,tom Z rY'S EROSION I CONTROL
/'
BOUNDARY DESCRIPTION '4 / / ro ! �.\^ r O• SEDIMINTATION BASIN g /i .J
/--GREENSPAGE TPACT 'A' N ry / / LOr1 / / !+ /`>T• $i:� �-•',j \�' '0�V' r M10,/0'�'- lF iir
SET ib REBAR /2D641;75 .q / SET #5 REBAR
_____,JY,L rm _ -_ � 0.39 047 Ae.:' •+g � _ W/ CAP _____________________ /
W�7r1�84LIN uJJ3333"'--- p -9f9. - / [Iy4` N PAGIS POINT 2059 A .. r�rq
/ » -_ ExSTING 20' WAIEALINE EASENENT /EXISTING" 1 TER fASEWE NT r_2j, b• I END. MONUMENT ``p0••" OF.
S 89'�14 /E-�9034 --� ----- ------ ------ - - --� - CD' Id
1� r y�,1$<�
COUNfY1JNE --'--- .. -- --_ -479. •" P l EAST G: 1 O6�9u .• %L;'',
F- - 1
-- r , �- 1'-- s 89'TT'T4`E----- --- --- I E U
17
-- - a•.a• N 89' 41d 82 T '- )----� �--- - _ -�' - - - - - - �i'noNa ss9.Bs .' �GP a,ou �r,,,.,, O '
CONTRACTOR IS RESPONSIBLE FOR VERIFYING
GRADE BEFORE AND DURING CONSTRUCTION
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'
9028'22"
C3
142.051
250.00'
S26040'15"W 140.14'
32033'16"
C4
112.58'
250.00'
S55050'56"W 111.63'
25048'06"
C5
165.62'
250.00'
N49046'16"E 162.61'
37057'26"
66
93.69'
200.00'
N13051'03"E 92.84'
26650'28"
C7
79.91'
200.00'
N11000'56"W 79.38'
22053'29"
CS
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'
N87005'57"W 154.84'
36004'49"
C11
78.59'
250.00'
N60003'14"W 78.26'
18000'37"
C12
128.72'
250.00'
N36017'54"W 127.30'
29030'03"
C13
104.28'
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"
cis
72.35'
225.00'
N58037'17"E 7 .04'
18025'26"
C19
36.1D'
44.00'
N14054'55"E 3 .10'
47000'42"
C20
7.71'
60.00'
SO4054'28"E 7.71'
7021'56"
C21
81.33'
60.00'
S37036'26"W 75.24'
77039'51"
26.63'
44.00'
N59'06'U1"E 26.23'
34040'39"
1.73'
44.00'
N40038'09"E 1.73'
2015'05"
rC2
39.38'
44.13'
N10034'15"W 38.08'
51007'30"
13.46'
60.00'
S29045'21"E 13.43'
12051'O6"
23.87'
44.00'
N38052'2D"W 23.58'
31005'03"
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'
4032'2W
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'
S3005636"W 4.89'
5010'11"
C33
31.95'
44.00'
a
N12 444 3 .25'
8 E 1
41 o 36'OS
C34
41.10'
275.00'
S16056'54'E 41,06'
8033'44"
C35
83.41'
275.00'
S03058'40"E 83.09'
17022'42"
C36
101.64'
275.00'
S15017'58'W 101.06'
21010'34"
C37
6.36'
275.00'
S26032'59"W 6.36'
1019'29"
C38
21.03'
25.00'
N030 07'02"E 20.41'
480 11'23
C39
32.89'
50.00'
S02e OB'Ol"E 32.30'
3704117
C40
66.12'
50.00'
S54035'43 W 61.41'
75046'12"
C41
62-6T
50.00'
N51038'35"W 58.60'
71045'12"
C42
79.56'
50.00'
N29049'04"E 7L43'
91010,051,
C43
21.03,
25.00'
S51018'25"W 2C.41'
48011'23"
C44
70.10'
225.00'
S18017'13"W 69,81'
17051'00"
C45
105.120
225.00'
SO4001'22"E 104.17'
26046'11"
C46
19.84
225.00'
S19056'04"E 19.84'
5003'12"
C47
12.87'
44.00'
S43004'36"E 12,82'
16045'12"
C48
39. 44'
111.86'
N40009'01"W 39.43'
20018'16"
C49
44.32'
147.92'
N21057'44"W 44.16'
17010'05'
C50
33.44'
44.00'
S31002'-1 E 32.64'
43032'31"
C51
42.72'
27E.00'
N64°3630W 42.68'
8054'04"
C52
43.72'
275.00'
N55036'12"W 43.67'
9006'33"
C53
20.36'
275.00'
N48055'40"W 20.35'
4014'30"
C54
100,26'
1 275.0V
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"
C 57
52.26'
50.00
o
N39 48 09' W 49.91
a
59 53 14
C58
67.03
50.00'
N280 32'47"E 62.12'
760 48'38"
C59
54.18'
50.00'
S82000'26"E 51.57'
62004'57"
C60
67.71'
50.00
0
S12 30 06 E 62,6E
0
77 35 42
C61
7.78'
25.00'
N17042'55"E 7.75'
17049'38"
C62
13.52'
25.00'
N06041'30"W 13,36'
30059'12"
C63
89.45'
225.00'
N33034'26"W 88.86'
22046'41"
C64
23.90'
225.00
N480 00 21 W 23.89
60 DS 08
C65
45.63'
225.00'
N56051'31"W 45.55'
11037'11"
C66
25.10'
225.00'
N65051'49"W 25,08'
6023'27"
C67
51.46'
44.00'
S6501155"W 48.57'
67000'25"
C68
35.15'
225.00'
N22047'45"E 35.11'
8057'03"
C69
26.40
44.00'
S02o 09'15'E 26.00
34022 25
C70
1.96'
44.00'
S20037'07"E 1.96'
2033'19"
C71
it 7'
5 5
60.00'
N3301 _702 _F 90,51'
11002138
C72
7.98'
44.00'
S83015'58"W 7.97'
10023'45"
C73
15.26'
44.00
5680 08 OS W 15.18
190 51 56
C7 4
2.1
9 5
275.00'
0
N 4 37'37"E 91.71
5
0
19 11'S4"
C7 5
21.71'
275.00'
N660 29'16"E 21.71
40 3125
C76
18.34
225.00
0
566 24 52 W 18:34
0
4 40 14
C77
82.98'
225.00'
0
S53 30'49"W 82,51'
0
21 07 52
C78
123.57'
225.00'
S27012'53"W 122.02'
1 31028,00"
CONIC MON - 17 14 W COUNTYIJNE eAR R.P S 88'$3'S4' E 3913.58' �i - - - - - - - - - - - - - - - - - - - - - ' ��
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SECTION ER 54.P8 I I SW7/4NSWI 4 S 8T$246 E 1313.91 1 = ➢
T-1-S, R-13-W P't� I 71.25' ,I{C( SEC710N 1� FND. AZ MONUMENT ' - - - 5 SENTINEL GROUP. _ D
•Ilt y6 ''•lam I fi +(c+'' I t'1B �l+` ^i fit+`' T-1-SL R-13-W __ L LLC - o .( .t4► OS +,O O'+ EASnNIG:G 11168884.4
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y�P P" +O�\yq I s%►� I FF G00 I ELEVATON: 333.32 U N O. ) 269 Z R
l fi a gab � �tx a EV Dby° s t I 6 s 1 58.25' W / v
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Op '.. ,N 'I• I ( END.NORTHIN
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ELEYATON: 380.17
CERTIFICATE OF OWNER
OWNER DEVELOPER
Name: HOM ETEX-PU LASKI, 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
Source of Tile: SEE SOURCE OF TITLE TABLE
/ CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY
I, ,HEREBYCERTIFYTHATTHISPLAT
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 SUBMI17AL 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-PULASK LLC
AVERAGE LOT SIZE: 0.40 ACRES
612 OAKDALE ROAD
SMALLEST LOT:.34 ACRES
ALEXANDER, ARKANSAS 72002
NUMBER OF LOTS: 7
❑EVELOPE HOMEEEX-PU KI LL LO 5
w LAs c
SUBDIVIDER 6120AKDALE ROAD SOURCE OF WATER: CENTRAL ARKANSAS WAl
ALEXANDER, ARKANSAS 72002 SOURCE OF SAN. SEWER: CITY OF LITTLE ROI
BUILDING SETBACKS:
ENGINEERS: THE SENTINEL GROUP LLC
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 SUBDIVISION EASEMENTS:
ZONING CLASSIFICATION: R-2 (RESIDENTIAL) FRONT-10' OR AS SHOWN
SOURCE OF TITLE: SEE TABLE REAR -TOR AS SHOWN
UNDISTURBED SITE IS WOODED SIDE -INTERIOR 5', EXTERIOR 10'
NEW STREETS: 3345.12 L.F. STREET RIGHT OF WAYS: 50' (60' OTHERWISI
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.1 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
SE A OF SW J 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 J OF SECTION 17 TOWNSHIP 1 SOUTH, RANGE 13 WEST, P.C.A.
(� -J � A& r
)TheSentinel Group, LLC
Civil Engineering - Development - Planning - Project Management
305 Pinnacle Drive, Bryant, Arkansas 72022 Ph: (501) 912-0029 Fax: (501) 847-8521
OWNER / DEVELOPER
HOMETEK-PULASKI, LLC
PRELIMINARY PLAT
VISTA POINTE SUBDIVISION
A PRIVATE ROAD SUBDIVISION IN THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS
ATE: 06/05/20016 C-A-D. BY: C. Taylor DRAWING NUMBER:
EVISED: 04/28/2007 CHECKED BY: J. Long 06-0003
03/04/2008 SCALE: 1" = 100' SHEET NUMBER: 2 OF 17