HomeMy WebLinkAboutS-0296-B Map 2O/ Z _ - 5 - ��+70" = 26°3a'po" d = 6%/0 oc " 4 = 96'So 30" ,.? = 5924:zs" /O _ // O O > 7`Cn,m • /3 p = •:6 2954'• /4 D - 2/°n3'38" /5 d = 6D°� �" /6 d > 29'20'29" d - do i5'oo` /B � • p/°ro'no° �o _•••wv S 87°4/ 28 E
J° �d°30'OD" OO = y3'45'Oc' d- 20'0006' J' 7'Y19'G�^.' J - P O _
,P° _6al .,4 .7=334.6a9' .P•2/S.000 .P� /J5204" .e= /029./G/' ,P= 794./67' .7= 389,67' /C= 9R.47e' �' ZO9oz, � 02.ow, �• 5i6,590 �= 9�875' L = 9Z.56/ 0= g7y43 /: �.358' �- Z93.940' Z• 3c.077' C. 97756?- -3r 32 �� T-2-.(7 G 1. All building lines are a minimum of 25 fee[ from property lines
C= 232. �5' = 489. /6/', L' 75.049, C Z17/59' L= /49. 739' L= .Y67,309' - 415459' L = /66 a4B' T. 4q_000' T- /ao. 000 T• /on. a+° M N T--/-A7 unless otherwise noted.
T- 03Z.7 5 - 4990 "61 T= 37.9/O T• /ZS.OLe T • 75.Om' T • /BZ DOO' T = 23C. Oop T = ///. oa0 , T = //5,�' 7"= 55. rod T = 60.000' T = SO. 000 ' T ' 75 0� ' T• /50. 000' T• /ZO. oOo �O 5
C= 229. 2n5' C= 44G. 76Z' C• 74. 669' C- 203.SZ9' C= 149. 6C3 C= .364. 044' C= 396.v0'7' C = 147331' C= /9l/73' C • 9954/' C= //9./79 C- '�9.B/3' C= 9a.a4z' C = /96.432 C = /3S.94G,C• 290.2/9 C. 125.34Y C=/96.65/' ^�
n 2. Iron pins and/or monuments are set at all property and boundary
S87°O/9D p?"E 'I corners.
W 3. All easements shown---------- to be used for utilities and/or drainage
Q, ZBroB'SS' C-JC _ qy=3/'zZ "�/] • 66°m"'�Jd = ZO's''46° 7J _ 1133 _�iI ' a G O and are to be 10 feet in width unless indicated otherwise where g
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�' 7.e S �N shown on line between lots, 5 feet for each side.
T= 75z'z 7 9z.249' 7=asoo, - )ea" �� ti i �� /7 T 4. Radii at intersection of streets right-of-ways to be 25 feet.
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5. All lots having curved boundary lines are measured along chord
Edistances, not along arc lengths.
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ALL OPEN AND COMMON SPACES SHALL BE DEDICATED UTILITY \ yX3�. �EYEIdPME!/T^/� �E / A@ I ' l 5lay
AND/OR DRAINAGE EASEMENTS. THIS WILL ENTAILn�'
ALL AREAS NOT SPECIFICALLY SH014N ON THE FINAL PLAT. n \\ - ' %� Q �/ �h s8'
CERTIFICATE OF OWNER Q
We, the undersigned, owners of real estate shown and described herein, \
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do hereby certify that we have laid off, platted, and subdivided, and y /
do hereby lay off, plat, and subdivide said real estate in accordance �` C_
with this plat. s6o
PARKwAYV/GLA6E/NC. S '/
_�j4rcb14,/983LITTLE
Date of Execution
CERTIFICATE OF RECORDING
This document, number filed for record
in Plat Book , Page __
Clerk
CERTIFICATE OF ENGINEERING ACCURACY
I, Patrick M. McGetrick hereby certify that this plat correctly repre-
sents a plan made by me, and that the engineering requirements of the
Little Rock Subdivision Rules and Regulations have been complied with.
IVA,?C'f/ /41 /983 ���
Date of Execution Patrick M. McGe rick
Registered Professinal Engineer
#4566, Arkansas
CERTIFICATE OF SURVEYING ACCURACY
I, Robert Cu. Lowe hereby certify that this plat correctly represents a
boundary survey made by me and boundary markers shown hereon actually
exist and their location, type and material are correctly -,shown.
M / ARCH /4, 9B3
Date of Execution Ro ert C. Lowe
Registered Land Surveyor
Certificate N12, Arkansas
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision Rules and Regulations, and all
of the conditions of approval having been completed, this document is
hereby accepted. This Certificate is hereby executed under thce
authority of said Rules and Regulations.
Date of Execution
Little Rock Planning Commission
��tais of
e ARa 'AS
REGISTERED
P40f£SSIONAL
ti ENGItiE6It r
y� t�At
Ci
a p/� No.4566 �4 i
Af. ��✓+f�
('(iEERT C. LOWE. )P,.
REGISTERED
L AND SURVEYOR
STATE OF
L P K A N 5 A 5
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W 2s2.<T sBB"2s'.n" point of curvature of a 17.361 curve to the right; thence along
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93.9/ the arc of said curve to the right to the point of tangency
thereof (said curve segment having a chord bearing and distance
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NOTE: of S25047'05" E 297.06'); thence S00°57'55" W, 313.78'; thence
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S89°02'05" E, 115.00'; thence S00°57'55" W 120.0'; thence
ALL OPEN AND COMMON SPACES SHALL BE DEDICATED UTILITY S86027'20" E 142.17' to a point on the North R/W line of Rock
AND/OR DRAINAGE EASEMENTS. THIS WILL ENTAIL Creek Parkway; thence S81°31'45" W along the North R/W line of
ALL AREAS NOT SPECIFICALLY SHOWN ON THE FINAL PLAT. said Rock Creek Parkway 173.97' to the point of curvature of a
W
4A40 THE SA,a/lA/irY 6YI-IF2 .5'H.4GL ly"e .4 4.79° curve to the left; thence along the arc of said curve to
COAIIIA7!/o!/S EASEMENT 75'TD EACH 5'/OE OF the left and the North R/W line of said Rock Creek Park Way to the
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SA/O SE6✓E,e G/NE A.vO /a 6' /-7AS7' ANY SE/-/EQ point of tangency thereof (said curve segment having a chord
N.
L!,(/E SW/) r/41.9. weze) bearing distance of S75°48'08" W 238.68' ); thence S64°49'41" W
104.27' to the point of curvature of a 4.81' curve to the left-
thence along the arc of said curve to the left and the North R/W
=
line of said Rock Creek Parkway to the point of tangency thereof
_
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PARKWAY PLACE - PHASE I
SO°57'55"W 140.00'; thence S89002'05"E, (said curve segment having a chord bearing and distance of
EXHIBIT A S87021125"E, 687.42'; thence
"RIPTION NO°57'55"E 63 78' to the point of curvature of a 960035'05" W 186.41'); thence continue along the North R/W line
PROPERTY DESK
115.0 ; thence
said curve to
of said Rock Creek Parkway 556°OS'45" W 279.90' to the point of
Part the NE>t of Section 6 and part c the Nt4 Section 5, both
21.230 curve to the left; thence along the arc of
left to the of tangency thereof (said curve segment
curvature of an 8 02 curve to the right; thence along the arc of
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of
in T-1-N, R-13-W, Pulaski County, Arkan es, mo e particularly
the point
having a chord bearingand distance of N25°47'05" W, 243.05');
said curve to the right and the North R/W line of said Rock Creek
W
described as:
thence N52°32'05" W 99.32' to the point of curvature of a 17.36°
Parkway to the point of tangency thereof (said curve segment
having a chord bearing and distance of S68051'31" W 317.65');
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W
curve to the right; thence along the arc of said curve to the
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Commencing at the NW corner of said NE4 5 ction 6; thence S01°03'50"W
right to the point of tangency thereof (said curve segment having
thence continue S88°25'10" W along the North R/W line of said
#along the West line of said NE; 637.93' t a point on the North
a chord bearingand distance of N30°49'23" w 244.19'); thence
'
Rock Creek Parkway 93.91' to the point of curvature of a 7.97°
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line of Rock Creek Parkway (said point a. o being on the arc of a
°
N9006'42" W 27.12' to the point of curvature of a 7.39 curve to
curve to the right; thence along the arc of said curve to the
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7.91° curve to the right) thence along t:ie arc of said curve to
the right; thence along the arc of said curve to the right to the
right and the North R/W line of said Rock Creek Parkway to the
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the right to the point of tangency thereof (said curve segment
point of tangency thereof (said curve segment having a chord
point of tangency thereof (said curve segment having a chord
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having a chord bearing and distance of S83 39 27 E 479.03 );
bearing and distance of N3°24'OS" W 155.22'); thence S87°41'28" E
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bearing and distance of N80041'50" W 252.27'); thence N70031115"
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thence S65006'00" E 107.90' to the point of beginning; thence
60.0' to the point of curvature of a 7.960 curve to the left;
W along the North R/W line of said Rock Creek Parkway 203.40' to
N41°29'09" E 60.0'; thence S67°30'45" E 270.38'; thence N5047'18"
thence along the arc of said curve to the left to the point of
the point of curvature of a 5.23° curve to the right; thence
E 220.09'; thence N31023'35" E 140.0'; thence N78020'12" E 118.90';
tangency thereof (said curve segment having a chord bearing and
along the arc of said curve to the right and the North R/W line
thence S51145'55" E 17Q.0; thence N38°14'05" E 135.0'; thence
distance of S3024'05" E 143.28'); thence S9006'42" E, 27.12' to
of said Rock Creek Parkway to the point of tangency thereof (said
S85°45102" E 197.79'• thence S21°10'40" E30.0'; thence N68049'20"
the point of curvature of a 21.23° curve to the left; thence
curve segment having a chord gearing and distance of N56001'15" W
');
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E60.0'; thence S21010'40" E 30.0'; thence N69°18'45" E 127.85';
along the arc of said curve to the left to the point of tangency
thence continuing along the North R/W line of said Rock
=
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thence S20°41'15" E 162.62'; thence S68°53'54" E68.22'; thence
ti "eof; (said curve segment having a chord bearing and distance
Creek Parkway the following courses; N41031'15" W 549.401; N4803015111
reek
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S39041IL�";E100.0'; thence N83012'01" E295.Or; thence
of S30049123" E, 199.79'); thence S52032105" E, 99.32' to the
W 210.77' to the point of b.-ainninq, r"ntA:r+ 4s 445 roc -ems,
more or less. ,.