HomeMy WebLinkAboutZ-6546 Map 5,E,
N 65011'27"
134.73'
j
-y. 1 ,A p6
ID -31
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250.
T R A C� D -2A
266' 26 I 266' 24,6' 266'
6' 4i
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i2" PECAN
2
2, 1A KBER 100 106\\� 1 11 ��qC a 1 1 PE6(
.KBERRY
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20P• 6°260'8 200'
to '_Z/
.._ 26 26p2 26P° 26P6 26„ ,..r'Z 26P1 26p 680
`"'-�•�, + GAS LINE & WATERLINE LOCATIONS + + 91.5 ' OOORD
IN THIS AREA ARE BASED ON ° " _
UTILITY COMPANY MAPS & HAVE NOT 45.
-BEM-MELD VERIFIED. R 50.00' 245.6
p0 6�` 1� ._ 06 ' 99 L_ 115.79'
/'e' +262 .+262 +262 z +2 ... 26p 0"
N 89°25'13" W 15' WATERLINE -- CHAIN NK
EASEMENT
� -��yj 2 J
19.92' CHORD r �E �- _�--FENCE /f
45. 46057'23" 1 a6 21 2 2 FL
R= 25.00' 262 262' - g2' 202 2 269' 2h2' 4�9' 2' 24
L= 20.49' + 620` + + -+ +- +-FL 239.e2iF
IP
° 1
4 4
2.79` �,•'i 1Pl<.-.._._.--..,,�____/� -_'_'y"� -M41LT-TRUNK
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Y N 70 114 -1"�..---- `tet_ /
50' SANITARY'SEWER"& "`�---.._.� ry61 - 6: 6' ORD 2'
24°31'22"`, E11 2 7 unLrry EASEMENT - -� d0°3 1 "
! F 20 37.01'✓
PERSIMMON 2 „M,w-' p --•� Pro\Qfi oiP 22 \ Cp� 11 R- 5.00' p0 i
`''^.., 2T ERSIM 0
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6 ° x 26 2° Z 2° 2° "� 26 sb61 ._ +26 p� Y
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.
pERs!MM
f "•y � "�O ___3 ERS!MMON =
'9 0°j
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+ N 70°00 "41- 111 __.__.__ F� - +2 �_ +Z +Z 2 +Z6 4
O
o 123.20' CHORD ,oma PERS P E
m40" PECA AF �1�R_ 597 963 22 �1 po o z4RIG�799 O 6A o0 24 PER�IMMON 1° ®$'
�i 1+61 +2' G_ +2�g�-+iyp'. Cs ZpO 2 ^ 41 +L e +2P°j +2Pp O
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�i 76°020b - -r �M1 /// /meg/" / .78 R 247.3
0° 6.961 20-.._._.��.-..�-..1 00 0 f P?r "7Li" PERSIMMr' 01 01 00
2 _.- 2 1�ri.,... -p
18" ELM 4G" PECAN `4- 24`'` +2 \'^_-�._+Dr +Vr '"t' + +Dr i,-- +'!'---�.� -j-�' `�--.,- y lb 2,
4.
N3°06'38" E 0°~ __ r -�L za .o
1 ---y GAS LINE LOCATION
5497 CHORD 1 1 _., 1 1 0 8" H Y 0 PIS BASED ON UTILITY
A-, 05644'59" ` - 2°1h e 1 :� COMPANY02
t 1 26 26 26 26 2'^ 260 26 26 .,..., OTBEE MAPS FIELD VERIFIED.
66+R= 547.96 + + + + + + _ _ + +
P 0 L.- 54.99' N 1.24 4 .E \ -" - __ -
S �`.2° 2
16 581 " 1 P 2 A / Z4j T 0 00 32 N 64044`4Z" W 56'"EL
6 '+� 16 02 P 0 "�
2� - n 89057'59" +2 +2 + + + y + - a .s5�
�s 6" Rz 50.00'
AK R= 50.00' 26 1
COTTONWOOD \\
°40' 12" 5 Lz 78.46'
x
4 2 0_. L- 78 51' uuI2' OAK 3O" ' 9" SWEET UMC UGT
mm, mm
1�6 FI" 16j 0 ,..� 10 2p 2 P 23
O _.
2 2 20 26 26 "� 20 26. �s 20 24�.�..-%' 2c9Z• 26`L• 26 ,Lh
RIVERFRONT DRIVE
I tQ7 rLM v �- v 7" 0 v `I
LJ j 2g�• 2,o's. 2�js. 248.
IRc
+ +2+ +26~ +26~ +26~ 4,+
0
/ 24 .35
66 a 0 11 # I1 02r° OAK2p I 66 I FF 253.88
2.. \
+" +2 +2 +Z + BIRCH \�
f)! 6 . \
A S P H A L T P A R K I N G I "\
�p2 1 261 261 201 ,t61 2 a, 261 262 2
T R A C T E-2 sR°
25' PECA 9AA 11
+2 +2N 01°27}50" W +2 +4> +2 41
OAK --
ze OAK 31.60'CHORD �.. A S 9 FIA L T P$ R K I N
a,: 360
50 53 o f
0 1 2 C" OAK %°
.•p' ,� R= 50.00'60 TERLINE &
UTI WA EASEME'VT 'L' �� 262 62 V' 6 BIRCH 22 SS
s" Og+ Lz 32.1%.1 ' s O OA
1
5" OAK,`> 1 ,1,61 OA �� BIRt
4"
y!o 00 t 10 a'°' OAK Z 0° 01
' 6`r'• � - 2 - - 262' 262• rr02• ...r-^.-._
Ss
P _ 13•
IN
5.3 -` 44.E 4i' FL 244.33 �6"NE 4RC 9" PINE
NMI 1111111 SIM
56' SYCAMORE 26' Z6 20' DRAINAGE & Z6
lfilLffY EASEESM ENr
N 65005'06" E + 26200 +26° PO +26° PO +2 y0 +26062 +2620^ +2661
3 10' UTILITY
94j 7429' CHORD
EASEMENT '�'
IP 2 �.95°57'29" \.% 5' unLrrY
S 88°21'00" E R= 50.00' 61 a2 16 21 -_ _� 01 EASEMENrO
4827' CH OR L= 83.74'p° 262' 262' 62' 26°' 26°' 26to 26°' 26�
A: 42°_62'14-1 �-" +26 ' + + +�-.� + + 4f _ + � 4
Rz 25.00' 262 �` S 62°14'00" W
L= 18.71' ° o M 2_ 0 1 6 6 103.68' CHORD
' UTILITY '9 '+ "� 6 --�_ 1 0 O P
EAS-�MENPIp� 2 262 ,�i-2- -q_• � 16°00'00"
+201' + + + + + +"._._�.:---c37-2:b-0�`�.
LLI
Lz 104.02'
1 Q9 11
m O 60 61. 61. 61. 61. 61. 0q..'00--, i-02.
001 +2 �",. A- l +2 +2 +2 +2 "{-2 a�-
co �- T R A C T E-1 4D" MAPLE ' -�
1> 91 00 00 0A 's° 00 06
L 246.92 •a.,,� CKBE
!.. PERSIMMON \
M - \\
20 � A2
S MMO 2poi 2``-p�••�.'.` y,0 260 200 2Ap 26P y"'" 2P�
O PERSIMMON + + �"�"-250. + + + + + T 8" ISYC.AMI
ylpo' 2P0 4
FL 2py.25 A BERR1
'0' 52" EL'M ,1
2°. 2 f, 2°, P.
N 25°14'00" E
70.71' CHORD p' SP1 Pm
- 90°00'00"
4 + Z°9 Z°
'�•��j/�f�� t _
,AK 00 -
\__?? L- 78.54'1UTILITY
5' EMENT
N 19
o -
rp '9 W
+
1 PEF)IMM N 2+
Z z
P P
LEGEND
POB
FIRE HYDRANT
-s'w-
EXISTING UTILITY LINE
o
WATER METER
W =
WATER
as:
0 4P
G =
GAS
0
WATER VALVE
sP
UGT
= BURIED
o
MANHOLE
line of Allied Drive; thence along said right-of-way
TELEPHONE
`
70° 14' 00" W 100.17 feet; 2) along a curve to the left
UGE
= BURIED
o
UTILITY POLE
14' 00" W 103.68 feet; 3) S 54° 14' 00" W 131.47 feet;
0
ELECTRIC
0
LIGHT POLE
SS
= SANT. SEWER
� raoft
EXISTING STORM PIPE
curve to the right having a radius of 50.00 feet, an
`
+
1 PEF)IMM N 2+
Z z
P P
T UGij; .5.4" Cwo i® Z®
6o P N 65°55'36"
CHOR
a 92°19'39"
R_ 60.00'
Lz 80.57'
' STATE OF `•,
' ARKANSAS '.
i rtAT RE '
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'
11/01/93 1
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9a-144
PROPERTY DESCRIPTION
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
Northwest 1/4, Section 33, T -2-N, R -12-W, Little Rock,
Pulaski County, Arkansas, more particularly described
as:
0 4P
'
BEGINNING at the Southeast corner of said Tract E-2
-
Riverdale Addition; thence S 70° 14' 00" W 562.42 feet;
sP
thence N 190 46' 00" W 40.00 feet to the Southeast
-2
corner of said Tract E-1 and the Northerly right-of-way
line of Allied Drive; thence along said right-of-way
line the following five (5) courses and distances: 1) S
`
70° 14' 00" W 100.17 feet; 2) along a curve to the left
having a radius of 372.50 feet, an arc distance of
_
NCO
104.02 feet and a chord bearing and distance of S 62°
14' 00" W 103.68 feet; 3) S 54° 14' 00" W 131.47 feet;
0
4) along a curve to the right having a radius of 292.50
j
feet, an arc distance of 69.83 feet and a chord bearing
A
and distance of S 610 04' 23" W 69.67 feet; 5) along a
c
curve to the right having a radius of 50.00 feet, an
`
arc distance of 80.57 feet and a chord bearing and
distance of N 650 55' 36" W 72.13 feet to a point on the
F
253.87
Easterly right-of-way line of Riverfront Drive; thence
along said right-of-way line N 190 46' 00" W 521,80
feet; thence along a curve to the right having a radius
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
P
to a point on the Southerly right-of-way line of Cedar
+'
Hill Road; thence along said right-of-way line the
following four (4) courses and distances: 1) N 700 14'
00" E 319.03 feet; 2) along a curve to the right having
a radius of 25.00 feet, an arc distance of 18.71 feet
and a chord bearing ana distance of S 88° 21' 00" E
18.27 feet; 3) along a curve to the left having a
radius of 50.00 feet, an arc distance of 83.74 feet and
N WATERLINE LOCATION
a chord bearing and distance of N 650 05' 06" E 74,29
IS BASED ON UTILITY
feet to the Northeast corner of said Tract E-1; 4)
COMPANY MAPS & .HAS
NOT BEEN FIELD VERIFIED.
along a curve to the left having a radius of 50.00, an
G
arc distance of 32.16 feet and a chord bearing and
distance of N 010 27' 50" W 31.60 feet to the Northwest
corner of said Tract E-2 and the Northerly right-of-way
line of Cedar Hill Road; thence along said right-of-way
unLSANITARY ESEEWER &
NT
line the following four (4) courses and distances: 1)
along a curve to the left having a radius of 50.00
feet, an arc distance of 115.79 feet and a chord
a
bearing and distance of N 860 09' 40" W 91.59 feet; 2)
10' UTILITY
along a curve to the right having a radius of 25.00
EASEMENT
feet, an arc distance of 9.01 feet and a chord bearing
N 19°46'00" W
and distance of S 22° 17' 16" W 8.96 feet; 3) S 70° 14'
40.00'
14" W 330.07 feet; 4) along a curve to the right having
a radius of 50.00 feet, an arc distance of 78.46 feet
cr
RCP +�
and a chord bearing and distance of N 64° 45' 27" W
70.65 feet to a point on the Easterly right-of-way line
S
70°14'00" W
of Riverfront Drive; thence N 190 46' 00" W 584.99 feet:
100.17'
thence along a curve to the right having a radius of
50.00 feet, an arc distance of 78.51 feet and a chord
bearing and distance of N 250 13' 43" E 70.69 feet to
the Southerly right-of-way line of Riverbend Road;
thence along said right-of-way line the following six
°
(6) courses and distances: 1) N 700 11' 14" E 11.24
feet; 2) along a curve to the right having a radius of
547.96 feet, an arc distance of 54.99 feet and a chord
bearing and distance of N 730 06' 38" E 54.97 feet; 3) N
76' 02' 05" E 56.96 feet; 4) along a curve to the left
L�6
1
having a radius of 597.96 feet, an arc distance of
\\
123.42 feet and a chord bearing and distance of N 70'0
03' 41" E 123.20 feet; 5) N 64° 07' 57" E 16,66 feet; 6)
Po
along a curve to the right having a radius of 25.00
i'
teet, an arc distance of 20.49 feet and a chord bearing
and distance of N 890 25' 13" E 19.92 feet; thence S 24"
31' 22" E 37.01 feet; thence N 700 11' 43" E 25.07 feet;
!hence S 240 34' 11" E 92.79 feet; thence S 890 35' 01" E
458.74 feet; thence N 650 11' 27" E 134.73 feet to a
6
Doint on the Easterly line of said Tract D -2A; thence S
S 54014'00" W
220 15' 20" E 239.87 feet; thence S 240 22' 00" E 187.27
131.47'
feet to the Southeast corner of said Tract D -2A and the
Northeast corner of said Tract E-2; thence S 240 22' 00"
E 477.88 feet; thence S 250 56' 40" E 154.56 feet to the
+
POINT OF BEGINNING, containing 25.551 acres, more or
1
less.
z1
:KBER
S 61°04'23"
W
6
2 69.67' CHORD
A-- 13040'45"
Rz 292.50'
'0"
Lz 69.83'
T UGij; .5.4" Cwo i® Z®
6o P N 65°55'36"
CHOR
a 92°19'39"
R_ 60.00'
Lz 80.57'
' STATE OF `•,
' ARKANSAS '.
i rtAT RE '
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'
11/01/93 1
1- at5
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9a-144