Z-3709-A Map 6M
E,
a
PROPERTY DESCRIPTION
• '4 " 1 4, POB Tract E-1, Tract E-2 and part of Tract D -2A Repiat, all
in Riverdale Addition, and part of the West 1/2 of the
477'88. Northwest 1/4, Section 33, T -2-N, R -12-W, Little Rock,
'22 0 E Pulaski County, Arkansas, more particularly described
as:
BEGINNING at the Southeast corner of said Tract E-2
Riverdale Addition; thence S 70° 14' 00" W 562.42 feet;
thence N 190 46' 00" W 40.00 feet to the Southeast
o ► 0 6 e h c , P 1� 21 h6 °° Lo ° ^� corner of said Tract E-1 and the Northerly right-of-way
+� +Z°0 +2°� ++`�°-1 2°°' line of Allied Drive; thence along said right-of-way
r + + _ .- $-- - - + line the following five (5) courses and distances: 1) S
y ENr-- _ 700 14' 00" W 100.17 feet; 2) along a curve to the left
N 65011'27" E-' _ - - - having a radius of 372.50 feet, an arc distance of
0� �Ci - 2h 1� .. °, Ph 6, - 4� 6P y
134.73' _ -- -- � ,,'' � ti 104.02 feet and a chord bearing and distance of S 62°
+hyo 2yw 2�0 �, 3
- - - FASEMEN 2 �' +'�° +2gA +2f• _ .
+ y + _ l�y�. +2b° + - + 2 i'2 �+ - 14' 00" W 103 68 feet 3) S 54° 14' 00" W 131 47 feet
- ..
a�
along a curve to he right hav n a radius of 292.50
feet,oan arc distance of 69.83 feet andachord bearing
A and distance of S 61° 04' 23" W 69.67 feet; 5) alonga
O
21. _A, o curve to the right having a radius of 50.00 feet, an
+6 + +� - + e RZP GAr + / �¢ arc distance of 80.57 feet and a chord bearing and
AGE EASEMENT 10' UTILfrT9 ASE246!77 ,� point On the
0, WWNEMENT 2h,' Zh, 2h+ Zh �i distance of N 65° 55' 36" W 72.13 feet to a
FF 253.87 Easterly right-of-way line of Riverfront Drive; thence
a° 22 11 Awa e° °,° �' g" 5� e' 6A r` FP along said right-of-way line N 19° 46' 00" W 521.80
+2h0. ++�P +�� +2zh° BOH Zh2'� Zh, z�� ° feet; thence along a curve to the right having a radius
_ + + + + + + + + + +
4 35 of 50.00 feet, an arc distance of 78 54 feet and a
- - 0 0
® chord bearing and distance of N 25° 14' 00" E 70.71 feet
h ° 1 1 e FF 253.88 to a point on the Southerly right-of-way line of Cedar
1 6 0 0 02 A _ . "�° IV 69 'L6 Q;t' 1 4) O 'L f/ h ° I
may. yb �6. g ys, °P 2 v , , +' by !! 36 E a+ 2. + Hill Road; thence along said right-of-way line the
+� +2 + e oIR 1 o following four f41 courses and distances: 1) N 700 14'
F4 250.13 g' 00" E 319.03 feet; 2) along a curve to the right having
^a T R A C T D-26 A S P H A L T P A R K I N G a radius of 25.00 feet, an arc distance of 18.71 feet
e'' h� P° 12 0° 1' °� 20 and a chord bearing and distance of S 88° 21' 00" E
�,h. hb. y0' g•,' 1-,, q2' '+. q�.
0 2� zh P z f� z i 2 2 2 18.27 feet; 3) alon a curve to the left havin a
+ + + + + O+e + + + + ` + + ar + + g g
radius of 50.00 feet, an arc distance of 83.74 feet and
T R A C T E-2 �`� 45' '25" a chord bearing and distance of N 650 05' 06" E 74.29
�! 1 \ Pr:;A. WATERLINE LOCATION
.,'4. --- , o h 6i o.0., 0 O 'i 0 1 ro �i �•� IS BASED ON UTILITY feet t0 the Northeast corner Of said Tract E-1; 4)
P2 -1-W- '°�--. 1 - - 'L 2+18 04 C' :i= r 6 0 , 4J , , 1 0 0 "� "� 6 0 g - : _ - "' COMPANY MAPS & HAS
h- x{ .� 1' 0- - Q �. 2' ,' a y, g, y'+' '+' g g y FL 244.11 NOT BEEN FIELD VERIFIED. along a curve to the left having a radius of 50.00, an
a . �{p ,�r�rr �p T
2' `G'` 2y 'L 1 2 2 `L 'f. 2 2
2h ° 'k. +� wv Y+� T r + + +o + + + + + N 01 27 + + yt + + + FL y4.32 y� + cE-- arc distance of 32.16 feet and a chord bearing and
eye' the' I *50" W distance of N 010 27' 50" W 31.60 feet to the Northwest
31.60 CHORD ASPHALT PARK NG
36050'53" corner of said Tract E-2 and the Northerly right-of-way
0'' �a`O 21 P6 �`� iz a` 2�` 1'' �' I I e`' 1`' o°j +2 .'r•:,,�� +° ° °1 `s - line Cedar Road; thence along said right-of-way
ge. 0. g. 6. N1. 4oi. aP. �r •� may• y�'L• R� SO.O D' q° U7IL WA EASEMENT `t' y2 'L 'L.. _. ,L. g
L' Z' P 7 G° [lo 2 SS 50' TYSANITARYEAE SEWER line the following four (4) courses and distances: 1)
+2 +�_ -_ � + + + +2 + + + a' 9+ L= 32.1612aD �t UT Jtt EASEMENT g
�� t} along a curve to the left having a radius of 50.00
�a7 feet, an arc distance of 115.79 feet and a chord
- a-..... _.._ .._ F� 248.52 it 2a7:H i--UGE .r` r,,, . 3-
1+ .,,*._ bearing and distance of N 860 09' 40" W 91,59 feet; 21
P' P W-86.09'40" W- "�.'t' '� v v - z' 2' 2 �yy2-' ,�r �' 10' unuTY along a curve to the right having a radius of 25.00
2h. 2h .2•, rE, 'C> 'L �, ,�•i Jp ..,� Zh r''- 'i, EASEMENT
+ + + + + + + + ��+ + + + . + _ feet, an arc distance of 9.01 feet and a chord bearing
91.59' CHORD g� / o e
GPS LINE &WATERLINE LOCATIONS ,h - ,/ -.� `� �� '�' N 19'46'Q0" W and distance Of S 22° 17' 16" W 8.96 feet; 3) S 70° 14'
IN THIS AREA ARE BASED ON a 132'40'52'' r�`-
UTILfTY COMPANY MAPS & HAVE NOT 245.
BEEN FIELD VERIFIED. R= 50.00' •<' '� ;�+ ,..... c;; ..-,,,:�-- ,. -91,` _' `"`' 40.00' 14" W 330.07 feet; 4) along a curve to the right having
2° Pe °0 1' °`' �� a� L= 115.79' 24 .a }� 4a. n °9 y FL 244.33 6" III,i qz �•- `�° a radius of 50.00 feet, an arc distance of 78.46 feet
+2gj. +�. _. +9' y,P' 0�-----Y 2 -.aw. '�l'�. - _ : , ®.. a� .f. ar .a oma.. awm .ma °
L -----�-- + Fl_ 2+397,2^ BCP + and a chord bearing and distance of N 64 45' 27" W
15' WATERLINE & ��-- ! °' cHNN INK 4 a °' P yP4 ►' 2.- a� y;�� 2), �' �� 70.65 feet to a point on the Easterly right-of-way line
rN 89 25 13" W UTILITY EASEMENT w UGE FENCE m - `' 2 G' ?`' +°j 20 DRAINAGE a S 70°14'00" W of Riverfront Drive; thence N 190 46' 00" W 584.99 feet;
19.92' CHORD unm As ENr , 100.17' thence alon a curve to, the r ht havin -a radium of
p 4D ,L1 0 - ^" 2 FL 9'O i� IP Ili ,6 62 0� 0 g 1� g "
46057'23" g JG'1'�9 ° o g ,� �� ° ► gP' OP. �,4 �,�" 50.00 feet, an arc distance of 78.51 feet and a chord
y2' 2' y2' '�. 2' �' '� zoo 61 2�' 2 N 65005'06" E e- 2h '�'° 'L 2 2
R= 25.00 2 ?' 2 �' +2 +� FL 239.82 - -" °
+ + + + w + s + +�, + + + + + + + + + bearing and distance of N 25 13' 43" E 70.69 feet to
L= 20.49' , �? E°nsEM LErrar I'> -, 95•29' CHORD
• 4 IPF ��_ ��- 2h I IPS 2 a 95 57'29" EASEAIILPmtT the Southerly right-of-way line of Riverbend Road;
^92.79-_meg --�0 - 6P S 88°21'00" E R= 50.00' �o 4� 9� ti6 21 �2 0,, �1 thence along said right-of-way line the following six
2. o �-- y • +' o' y, y,' h*' hz " 18.27' CHOR L= 83.74' P° �� y� °' yP y° yP � (6) courses and distances: 1) N 70 11' 14" E 11.24
N 70'11'43"__E+2 + + + +z +2 ;z z S 22 1716 W +2 p 42'52'14" `a`� �2 +ft +� +� +2" �2 2 +�' + feet; 2) along a curve to the right having a radius of
PF 50• SANITARY SEWER & 2�' 8.96' CHORD 2. 2 547.96 feet, an arc distance of 54.99 feet and a chord
IPF S 24031'22" E!5:,, 25 67 uTIUTY EASEMENT b 20.38'59" 2h R= 285 00 P S 62'14'00" W bearing and distance of N 73° 06' 38" E 54.97 feet; 3) N
0 37.01' " R= 25.00' c h h 103.68' CHORD 0 °
� ,o CP 02 P, P�' 9e• 2z °P h, PO S �u , , y Q o 0 1 76 02' 05" E 56.96 feet; 4) along a curve to the left
�. ho. �A. �• P�. °°. Pm. 6° L= 9.01' y, p & EASEMENR> y2' yQ, y2 y2 yz 2y2 2y� 2h' 16400'00" having a radius of 597.96 feet, an arc distance of
2 e 2 rL +2 +2 +'L +& ....� +� 2:'YSEKSiMMC V , + - +2 '^t' + +�' +2 - +� +2 +2 +' + +
N'4 07'57" E + +�� - 2yv 2 R= 372.50' 123.42 feet and a chord bearing and distance of N 70°
�} ar EPS+°Noel 3 [ L= 104.02' 03' 41" E 123.20 feet; 5) N 64° 07' 57" E 16.66 feet; 6)
_ p_ alonga curve to the right having a radius of 25.00
111, eP y O O OP ,L2 4P a0 02 40 11 �� .,, 0°j y, PO g g
feet, an arc distance of 20.49 feet and a chord bearing
1 �' P9 °° °0 °° °° `� h ° �' h ° h and distance of N 89 25' 13" E 19.92 feet; thence S 24
N 7 0' 0 3' 41" W +2 +2 +'' +2 +2 + +2 e U +2 Qj +2 +2 +2 +Z +2 +2 +2 +2 +4 +Z' }`L , . ° °
- o 31' 22" E 37.01 feet; thence N 70° 11' 43" E 25.07 feet;
123.20' CHORD �>c -/Zo PER ,,,rR __ ,. I T R A C T E-1 .,
fE 246.25 � ac ---. thence S 24 34' 1 " E 92.79 feet; thence S 89° 35' 01" E
47 Prc 11049'33"6'1.fE 247. \ o , a o 2 458.74 feet; thence N 65 11' 27" E 134.73 feet to a
1e 51 R= 597.96' 119 til �i <- " h° 0`4 ; 24' PER AMo«, ,`� s -P 1g 1P °� 2 ° a P e , °
-- P 1.� n n the Easterly r
h�' _ ►' � z 2 J $'°i 2 2 �; 2 2 2 £' 2 z z z 2 i'° �' point o Easte y line of said Tact D 2A; thence S
+2 +� t_ 12,3.42 +.�` -+i' = c_ +2:- _ r i + + �_,y"` + + �� + + + + + + + + + k
��' S 54°14'00" W 22° 15' 20" E 239.87 feet; thence S 24° 22' 00" E 187.27
P ,. L 246.92
'V • 5- ctC? 2 - 1$S%�'_ .{AI:KBEfL+ZY-
ho <- i EL 24zs9a- FL zaz3 pErsw. m 131.47' feet to the Southeast corner of said Tract D -2A and the
N 76002'05" E a '. P _1v.p6 ° ^ P m ` t
j uc s nMu P P g P Northeast corner of said Tract E-2; thence S 24° 22' 00"
6° 56.96' Ate, �o m° ,1 00 P2. Ah 9° 0e �° e + o'0 021 0,2 °,0 20 B 9sYrnMOR E 477.88 feet; thence S 25° 56' 40" E 154 56 feet to the
+' 2 + S +- + + _ y� + '.' +2 +2 +2 - - +2 24 .84}' ERSIMMC`N - +2-. 4y - +i z ,.2 z +2 +` /,•+ POINT OF BEGINNING, containing 25.551 acres. more or
2P a I
N 73.06'38" E �; FI 2a7.D /
2
LOCATION �
GAS
�a 05 44H59RD 2 2 , , 4 .. ,_ COMPANY MAPS MAP &VERIFIED. 1� 2Af Y2209y2 2°g +2°�g� +2°��° +LPo� t °09° +bPO°o / r?R
to _ . " 6 0"' P' 91 2ti 0"T "� 2° _ ` i .. s t. 1 • "
z 2 i' i' $''° �' 2 ,P� h� S 61 04'23 W
h `' + 2 69.67' CHORD
R= 547.96' + + + + + + + + + + ^P SF.: `+ + Pa °� - 02
2y2 L= 54.99' . " _ _ �• _ ,, _ \\ 2P9 a°� 2y2' d: 13 40'4;1,.
N TO 11'14 E 2° 2
-� 11.24' -1.� \ N 25'14'00' E R= 292.50'
N 25'13'43" W �' he P� °9 g, o° �ti N 64°45'27" W . 70.71' CHORD P� >' 00 o`O °' 2 z� eh ,� �9 L= 69.83'
N, S. ,. 2. 2' 9' 9 ',' h2 �� Po, OA P°rPO y0
70.69' CHORD - g 2`' i ��` P T2 70.65' CHORD 1 � 90.00,00" " z 2 2 2 2 ti ? z
° + + + + + + a 89.64'18" +0° 1� �+ -- a_ AK g R= 50.00' + + + + + + +
a.
89057'59"
R= 50.00' - R= 50.00' 2`' vh� a' 2°° L= 78.54' . _ StsE�iILITY r
Lz 78.51'
-.G -. -
L 78.46
x
UGT
M _ ... . P ... 1.9-46-A' � � � 64 311111011
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•..►4Af` 44.6 O PO .� 3 f: 0 ^,�' , 0 9 : "J _-',�Oy- O '
m '' z� 2h° - - _. 2�°. 7'2.613• CHOR
1p "
f R anN�c�nuT nRIVF ! ° a 92*19'39
11-1- 010.11JU
L= 80.57'
610 310 • •• 12#
SCALE
Engineering • Planning
Land Surveying
Landscape Architecture
2024 Arkansas Valley Drive
Suite 306
Little Rock, Arkansas 72212-4142
Telephone 501- 221-7880
CONSULTANTS, INC.
SCALE 1" = 60'
DRAWN BY
GTS
DATE
11/01/93
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LEGEND
4
FIRE HYDRANT
-a"
w- EXISTING UTILITY LINE
a
WATER METER
W =
WATER
G =
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WATER VALVE
UGT
= BURIED
o
MANHOLE
TELEPHONE
UGE
= BURIED
a
UTILITY POLE
ELECTRIC
D
LIGHT POLE
SS =
SANT. SEWER
EXISTING STORM PIPE
11-1- 010.11JU
L= 80.57'
610 310 • •• 12#
SCALE
Engineering • Planning
Land Surveying
Landscape Architecture
2024 Arkansas Valley Drive
Suite 306
Little Rock, Arkansas 72212-4142
Telephone 501- 221-7880
CONSULTANTS, INC.
SCALE 1" = 60'
DRAWN BY
GTS
DATE
11/01/93
F- 06
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