Z-3709-A Map 5I
E.
PROPERTY DESCRIPTION
2 °5 '4 1 POB Tract E-1, Tract E-2 and part of Tract D -2A Replat, all
in Riverdale Addition, and part of the West 1/2 of the
24022'
0„ E 477'88' Northwest 1/4, Section 33, T -2-N, R -12-W, Little Rock,
Pulaski County, Arkansas, more particularly described
\ as:
4f IF- BEGINNING at the Southeast corner of said Tract E-2
Riverdale Addition; thence S 700 14' 00" W 562.42 feet;
thence N 19° 46' 00" W 40.00 feet to the Southeast
All yo corner of said Tract E-1 and the Northerly right-of-way
- line of Allied Drive; thence along said right-of-way
P6 P1 PO PO PO ° •• !°),• p' �}" \ 0" 1.
+� + line the following five (5) courses and distances: 11 S
_
ENT i 700 14' 00" W 100.17 feet; 2) along a curve to the left
N 65'11'27" E--" 4 -- - -0 having a radius of 372.50 feet, an arc distance of
134.73' 2y0g 270 2yoy�4_' O 0-h,L 0 ,
>-
104.02 feet and a chord bearing and distance of S 62°
41Y
14' 00" W 103.68 feet; 3) S 54° 14' 00" W 131.47 feet;
�,' o
- ------- -UGE 4
- 2 A
feet,Dann arc distance°hof 69 83 feet radius of
chord bearing
al curve
e0 2` P ,m �� �" 0h 0° �� ,+ Zz �y and distance of S 61 04' 23" W 69.67 feet; 5) along a
IPF - aloe ® 9
+201 +Zo, +�^ +d'' '"� o curve to the right having a radius of 50.00 feet, an
I
ter; + +
10,
D DRAINAGE EASEMEJ 1E0SEMEHTrr ,ob yh tied -i 246n �0� arc distance of 80.57 feet and a chord bearing and
distance of N 65° 55' 36" W 72,13 feet to a point on the
�' 2y 2 2 2 2^` FF 253.87 Easterly right-of-way line of Riverfront Drive; thence
ym' o-'_ -__- p - _ Y + p p 2 , , , S' o- along said right-of-way line N 19° 46' 00" W 521.80
n,': !•� `2' 0p e0 too' yp ro'' yp 0''
Po2 �^ �Wa
+2 +� + +� + + Box +� + + +y +� +0 0, 6 °�° feet; thence along a curve to the right having a radius
24 ss of 50.00 feet, an arc distance of 78.54 feet and a
- } chord bearing and distance of N 250 14' 00" E 70,71 feet
09 06 os e2 a 20 20 �� 20 e0 ti^ 00 02 2p �] y0 FF 253.88 p I to a point on the Southerly right-of-way line of Cedar
y2y1 > > 2 2 SS ELM `.'
z z i'6 i 2 2 2 2 2 z $' 2` Hill Road; thence along said right-of-way line the
+ + + '� + +- + 4-? + + + + + + S BIRO!
Fu 250.13 following four (4) courses and distances: 1) N 70° 14'
^a. T R A C T D -2A A S P H A L T P A R K I N G J / 00" E 319.03 feet; 2) along a curve to the right having
CID'a radius of 25.00 feet, an arc distance of 18.71 feet
�, ^0 0, �, e ,2 ^� ^o ^� °� y9 po ^2 °o �1 0� 20 and a chord bearing and distance of S 880 21' 00" E
'o e y' 0' 0 0 0 y' y v Dey
+' �' ,' v 2' 2' , 18.27 feet; 3) along a curve to the left having a
� +2a +�� ' 2� +2y +2y cgs+��` +� +� +20 +Zo- +�' � +� _ +ZO +2h a .. +ZO +2 �. 9
• g
1' R A C T E-2 I' �' ' radius of 50.00 feet, an arc distance of 83.74 feet and
� d < '�., 45 25 �? a chord bearingand distance of N 65° 05' 06" E 74.29
4 25 PEC ? WATERLINE LOCATION
y,2 FL � �a� 0° gay 1\ I�� ��� 15;1 EIrR ,. ,° Q �a �o ' e' 20 m2 y IS BASED ON UTILITY feet to the Northeast corner of said Tract E-1; 41
,{{�� 2' 1' >,' 4' �' >.' COMPANY MAPS & HAS
Zy 2p Zh ZO f q 2y6 ?� 2� ti 2y 2y Fl 24411 NOT BEEN FIELD VERIFIED. along a curve to the left having a radius of 50.00, an
+ +pp ^O +' �- + + + + A + + + + e '� + + + + +?7 +
u'I b N 0102 50" W ,,,+-3z� cE-� arc distance of 32.16 feet and a chord bearing and
31.60' CHORD .6 5 F H A L T P A R K I N G � distance of N 010 27' 50" W 31.60 feet to the Northwest
" a
36.60'53"
oy ti2 � ' corner of said Tract E-2 and the Northerly right-of-way
2h ex p 9 , Z� �, 2p 9A 2, 2, �, ,0' y2' R= 50.00' yo 15' WA>ERUNE & y2' y2 2' I ::,.,. 29 lineofCedar Hill Road; thence along said right-of-way
0 �1' 9' P 0
-h- + + + + t + -i- + -. +11, + +2 - L= 32.16 '' UTI,T JSEMENT 2 SS 50' SANITARY SEWER &
is 04- D 1°j 4b -� UTILITY EASEMENT line the following four (4) courses and distances 1)
2 p y ^ 24rta Al ii,p0 ,o' o UGEy� ^ along a curve st the left having a radius of Ord
�'50.00
��' ".� ,�-AY "' feet, an arc distance of 115.79 feet and a chord
2 2 p .._` 9 ,vs,- -. FL 24852 ,..
p' V, p' " V, yN p' -N-)66009'40" W - 6' 0p A� jkh bearing and distance of N 860 09' 40" W 91.59 feet; 2)
2`' • 2y 2y .�" .l" 2 .th-/ ♦ y� - - N" y2. y2.. 2' y2 - - _ 9 '� 10' UTILITY
+ + + + + + + 91.5D' CHORD ++ - ��+2 +2 + +' - J +�' EASEMENT along a curve to the right having a radius of 25.00
GAS LINE &WATERLINE LOCATIONS a _ / - o feet, an arc distance of 9.01 feet and a chord bearing
U THIS AREA ARE EASED ON a 132040'52" - 0' -�'� "+• %";if . 9
UTILITY COMPANY MAPS &HAVE NOT � SS -� r N 19 46'00" W ° o
BEEN FIELD VERIFIED. R= 50.00' .� 245.. ,; and distance of S 22 17' i6" W 8.96 feet; 3) S 70 14'
� - F• , S• C`4K
A.3 'y.-� 9 cr 40.00' 14" W 330.07 feet; 4) alonga curve to the right having
�� 5p0 �6m s�� �0y p , �°� L= 115.79 - z4s.3 r 24487 °� r FL 244.3a •c •at a° 9 9
+Z + +2 +2 +€' 2 - i - s_t iii +a was .a3e w scsn rr ire w� a rw me a
a radius of 50.00 feet, an arc distance of 78.46 feet
-� .-��,o+ _--'o 274 + and a chord bearing and distance of N 64° 45' 27" W
r N 89°25'13" W 15' WATERLINE T ��'� P CHAIN NK 0 P' p. p.
uTwTY EASEMENT W LICE _ - a� FENCE m `' � 2h 'P'p 2''� $'° 'Z°j� - 10 z`'� S 70°14'00" W of RSverefont Drive;t to a pnt on thencehe Easterly N 190 46' 00"
0 right-of-way f 584y99nfeet;
19,92' CHORD _�- 20• DRAINAGE &e
p 46'57'23" 0 LIG c'-- 9p oz ah 2 ° 44 _ FL 0e , po ,0 hz TUTv Fls� E"7 0, 100.17' thence along a curve to the right havinga radius of
y2 - .,�'�. ��. 24061 'I> y3" '-�_ • „�'y� p P' .�. �' -
R= 25.00' 2 a 2 d' 2 N 65 05'06" E 2 y
+ 2 + + + + FL zs9.ez -�_ + 8 + +y + + + + + +e'
+Z +i' 30,00 feet, an arc distance of 78.51 feet and a chord
L= 20.49 " 2y ► 3 10' UTILITY 74.29 CHORD
bearing and distance of N 250 13' 43" E 70.69 feet to
4 4' 4 IPF �- 2y' IPS EASEMENT 2y2 d 96'57'29" s' UTILITY the Southerly right-of-way line of Riverbend Road;
2.79 thence along
q A g 0 P p P N 2 e " R= SO.00' EASEMENT
%o_ -----a , 0 , p 0 2 S 88 21'00 E yc y� �� ti0 2� y2 �, 0� o g said right-of-way line the following six
2y2 `-� 2y 2y° 2y, 2yo 2°j1 2y� 2h' - 2 S 22'17'16" W 2 18.27' CHOR� L= 83.74 p° 2 2y2 2�� gyp- gyp 0p 20P 'P
"' 2y (6) courses and distances: 1) N 70° 11' 14" E 11.24
pF N 70 11'43 E+ + + + + + + + �e + pr 42°52'14" 2 •L + + + + + + + + + feet; 2) along a curve to the right having a radius of
50' SANITARY SEWER & y 8.96' CHORD -
2,5.07' u7LnY EASEMENT 2 _20-38'5.9- 2y2 R= 25.00' 2y2 547.96 feet, an arc distance of 54.99 feet and a chord
PF & 24°31'22" E `�^�a 5 62°14'00" W
yo 37.01' } 0 2a �2 - ,+ p0 Ap 22 0o- , R= 25,00' po L=u1871' �� 2 2 0 y g S 62*' CHORD a bearing and distance of N 73° 06' 38" E 54.97 feet; 3) N
UTY
2 h 0 0 0 760 02' 05" E 56.96 feet; 4) alonga curve to the left
2h° 2p°j .-.210• 2p0. 2p9. 4pCb. 2y° .. t 00 L= 9.01' ti EASEMEE"'i' y2 ,y2 4i h�' h2 h° h`' "�' a 16°00'00" 2
N-64007'57" E + + + + + + + + , + + °� +2 +y+. +2 -L +L y2 +2 +2 +2 +' +t' having a radius of 597.96 feet, an arc distance of
2 203 2 R= 372.50' 123.42 feet and a chord bearing and distance of N 70°
:f
0
� L= 104.02'
03' 41" E 123.20 feet; 5) N 64° 07' 57" E 16.66 feet; 6)
MAIN
a° ^' 0p o 0� �9 pp r oo t7 yo 22 00 0e 41 �e n� ` �� S p0 along a curve to the right having a radius of 25.00
p0' p0 p0- 4, y0' y0' m - o o' ,' ,' v ,' , S v �- 2' 2' feet, an arc distance of 20.49 feet and a chord bearing
+ N 70003'41" W +2 +� 2 2 i;' 2 2 2 v 2 2y p P 2y % 2y 2y 2` ay ` 2y and distance of N 89 25' 13" E 19.92 feet; thence S 24
r + + + + + + + ° °
o 123.20' CHORD t T +„ + o v + + + + +
" 24a25 r I TRACT E-� 31' 22" E 37.01 feet; thence N 70° 11' 43" E 25.07 feet;
Wz ce 40• � 11 49'33 €L z+7 9 thence S 240 34' 11" E 92.79 feet; thence S 89° 35' 01" E
w o, of st - of J. 3 6 V 1 0 0 0 P 0 4, >. o
M - 10 2 R= 597.96' 22 ,� ao c i° a y o , S y° 2 a o A o ti e o
-,, ,• ,� , ryp' PA' �° yp' p�' *O' y0' p9. p9. _Q pq pa.° �. �. N, 2 458.74 feet; thence N 65 11' 27" E 134.73 feet to a
2 L= 1?}3.42 + �_� +2 +�' +2 +2 +2 ,-<3-2-' +2 +2 Ot"+ +2 +Z +2 +2 +2 +'�' 2y 2y point on the Easter) line of said Tract D -2A; thence S
a S 54014'00" W 22 15' 20" E 239.87 feet; thence S 24 22' 00" E 187.27
(o IFN 76'02'05" E 2�°O FL 247.59--w :'= FL 247.3 t tt,i L 246.92 -_ _ ` d i e o °
`R -247.7e ,F. ., 131.47' feet to the Southeast corner of said Tract D -2A and the
0P 56.96' A4 0 �,. - q 00 ,�0 Northeast corner of said Tract E-2; thence S 24° 22' 00"
`• y0 y�]' ►oi p0 - p1 ".. J ..". 0 O' O' O' O' O' q' ..
2Y , ',•` +2 +'£' +�' +2 +2 - - +2 - +2 +2 2P 201 - ° 2`' 2y 2y 2y E 477.88 feet; thence S 250 56' 40'" E 154.56 feet to the
o' 24 .84} + + + I --._ + + + + + + POINT OF BEGINNING, containing 25.551 acres, more or
N 73406'38" E FL 247.0r '"^ Qpa 2p0 less.
Pf/54.97' CHORD GAS UNE LOCATION 2At25
?� 5 y9 6'D .?.`d. ,50 201S BASED ON UTILITY - 2 "> O 2 O o c,
�= O5'44'S9" h�° 0 p 2y yv ys0`- .._sA NOT BEEN APS VERIFIED. P p P �' p p p� P p p %.
Z' COMPANY MAPS & HAS 90j° 9`' o,.''°' . 40 9y °' 0°' 0e . ` , ..,.. o' S 61.04'23" W
`0+R= 547.96' +� + +� +i $' if' 2 2 2 2 2 2 2 a 2 a 2 2y
+ + + + + + etz + + + + + + + p 0 02 69.67' CHORD
2y2 Lz 54.99' App -per P9 p+ P`� + 2 + a 13'40'45"
N 711.24 4" E 2p 2 'i N 25°14'00" E 2 2 2y R= 292.50'
40 N 25013'43" W �' h0 pS m° F� oo �2 N 64°45'27" W F S 2 e S y a
2 ' 70.69' CHORD 2y' 2y' 2y2 2�" �2y'. �� �'. 21 p° pA pA po+
70.65' CHORD 70.71' CHORD p p o o° 0 2 y 4 2 L= 69.83'
89°57'59" + * + + T + a 89'64'18" +� �� %+ 2�. 90600,00" +i +a. +w +2 +2 +2 +2 ++�-,
- 0R-50.00'
..:k R= 50.00' R= 50.00' 2y' �'� 2pA L= 78.54' e " 5' UTILITY
L= 78.51' '46' _ 8 T -- �-
L 4
4 -g :w{`,.w .w.F... aa.r.: �.v. __ -v :,»7 :verb,G •cez �� '-UG .:_�' _.. nal" 413' >si cT W UGL -.
5 4. 46'
al,
24b 71o �9'+" oy'i` , . - 2« 65 -_ ° ► ° 1 2r' - UG _ U A't�.rfp .Y:ai
,A 2 p ; e 0 � ', 'b� �. ,� _....._._.... G N 65'55'36"
D`=0 2p9 2y° 2y° Z' 2�' _ 2y., � y'`' _.,fig' '14, 2�'" 202 2y2' 0L 1 b1' 2y� ,yy'' 2oi°' , ,Ly°' o. �oQ ?..l?..� . .�°.
72.13' CHORP
(I RN WRONT DRIVE iv m a 92°19'39"
- - R_ 50:00' -l-
L= 80.57'
a
60 30 0 60 120
SCALE
Engineering • Planning
Land Surveying
Landscape Architecture
2024 Arkansas Valley Drive
Suite 306
Little Rock, Arkansas 72212-4142
Telephone 501-221-7880
DEVELOPMENT
CONSULTANTS, INC.
SCALE -1"60'
DRAWN BY
GTS
11/01/93
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93-144
SHEET N0.
LEGEND
4
FIRE HYDRANT
-e"-
--w- EXISTING UTILITY LINE
WATER METER
W =
WATER
G =
GAS
®
WATER VALVE
UGT
= BURIED
o
MANHOLE
TELEPHONE
o
UTILITY POLE
UGE
= BURIED
ELECTRIC
O
LIGHT POLE
SS =
SANT. SEWER
EXISTING STORM PIPE
a
60 30 0 60 120
SCALE
Engineering • Planning
Land Surveying
Landscape Architecture
2024 Arkansas Valley Drive
Suite 306
Little Rock, Arkansas 72212-4142
Telephone 501-221-7880
DEVELOPMENT
CONSULTANTS, INC.
SCALE -1"60'
DRAWN BY
GTS
11/01/93
t- 06
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~~3i
D '
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SHEET N0.