HomeMy WebLinkAboutZ-3660-B MapEASEMENT NO. 3
FOR DRAINAGE 30' WIDE-
INST NO. 85-58517
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EASEMENT NO. 1
FOR DRAINAGE 30' WID
INST. No,. 85-58517
N23'05'3
275.88'
ORDER OF POSSESSION
AREA CASE NO 92-1120
N81'55'24
77,86'
R/W SIGN
NOTE:
100 YEAR FLOOD PLAIN INFORMATION
TAKEN FROM FLOOD INSURANCE RATE
MAP PANEL # 050181-0021E DATED
NOVEMBER 3, 1993. ELEVATIONS OF
GROUND WAS NOT DETERMNED.
S 89'12000" E 2792.00'
OTTER CREEK DEVELOPMENT CO. FOUND 11 2 1
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ix
to
1
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1 (P
502.16' 1 �`
40 80 PENNY NAIL 4 f
1 FOUND Ol f
f rf
100 YEAR FLOOD PLAIN LINE 'Nll'22'26"E `V f
i 143.67' /
EXISTING ZONING R-2 sl3'33'a8'WCW /
"_ 10.00' ® /
N81'55 53 E
770.41' CHORD)2 REBAR "/
N 75.39'32" E 553.54'UND (�) S64'21 29 E
' 433.13' CHORD f
1/2" REBA - '_ _ N42'1T04"E "
EASEMENT AND RIGHT-OF-WAY FOUND _ = - - - - - -_ �.. Lo9.97'
AREA INSTRUMENT NO. 84-11202
Et 84-4672 20.064 ACRESt a „ , ' - - J /
N23 -39'21"E
O �
EASEMENT NO. 4 \ �
FOR DRAINAGE 30' WIDE
INST. NO. 85-58517 O
9
N32'05'23" E
1036.04' CHORD
4
/ SET
I
/
N32005'23"E
1130.57' CHOR
1/2" REBA
FOUND / 1 `
)/ `SET" REBAR
TRACT #2
a rd I `%
t"O � ,
R-2 & C-2
�'o > TO
CV r - /
trio, / - / / j1/
/ ✓ °C -"r 4
S86'07'07"E z pip
z N86ro7'O� 115,3 ACRES
10.00' if -10-00,I/
_--�, --------_. '� 518 jtBAR
N 03'52'53" E 161.34' i rn
EASEMENT NO, 2
FOR SANITARY SEWER
20 WIDE
INST. No, 85-58517.-. l �l / 8?•y813 w
M
R-470'
S 30404'53" W 246.73'
t 4/6 1>
0.
N 44.42'05" w 345.76'/ N17040'34"E
171.71' CHORD
5 3761'06"w 55.52' � �
R-235'--- N58'31'27"W
5.00
N SS 31'33" w t 57. t 0' / 1
N34'59'08"E
44.72' CHORD TRACT #1
` 2 R-2 & C-2
TO
--7 C-3
•�``� 'r� 746.54 ACRES
S41®'48"W 1" OPEN PIPE
43.28 CHORD FOUND PP
' 100 YEAR FLOOD PLAIN UNE N 89'25'05" E 825.00'
/ a
4 / 3 EXISTING ZONING C-3 PP
r f �
/ f � $23'05'36"W /' 1" N 69'18'28" M 219,60'
i 177.62' CHORD/ o PP
S 46ro1'W' E R- N B b
M a 061 _. 35.00co
Pico
s►s
Otto N80'5011"Wf R/W SIGN s
Qt /292.73
® 1 10,16'
N81'54' JP:& -j
695.80' CUORD" J
S61'S9 24 E
60 PENNY NAIL
FOUND
rte' 474.86' CHORD S4
>a
ir/� oY
\ R/W MONUMENT PI
253.26`
OTTER CREEK ROAD N80.50'11'
T
5/8" REBAR- 239.42
FOUND
�` S1ry/4, SMl/4, SDCTION 4� FOUND
EXISTING ZONING C-4
R/W
R/W MO
R/W MON
1/2" R
FOUND
PP
C5
JVIP
W0
18'02"W
r48'
R/W MONUMEI
S05'24'01"W
235.35'
SO4'36
183.78'
60 PENNY NA
N
8'53-W _
IM
-r -;-1LF), L' NC '-`'- I -L-
TrtF furl
VICINITY MAP
TRACTV
Erb.$S-.2lo-CA
Pan of Section 4, T -(-S, R -11-W, Little Roel Pulaski County, .Aukansas, more particularly
described as
Commencing at the SE corner of the SWI /4 SW Ifo of Section 4, thee;e NMP42'08"F. 191.90' to
a point on the Northerly RrW line of U.S Interstate 30, said point also being on the are of a curve
to the left having a radius of 505.0 ; thence in a Southwesterly, direction along the arc of said
curve to the left to a point which is S70.29'30"W 469.07' from the previously described point,
thence continue Wong the Northerly WIN of said Highway S46'01'006 35.0' to a Point on the
are of a curve to the right having a radius of 550 0'; thence in a Southwesterly direction along the
are of said curve to the right to the point of tangency thereof (said curve segment having a chord
bearing a distance of 579°41' 17"W 404 83'), said point also being on the North R/W line of Otter
Creek Road, thence along the Northerly R/W fine of Otter Creek Road the following courses.
N80050' I I'W 292.73', NS 1055'24"W 7196', thence N00'53' 19"F 289 40' to the point of
curvature of a curve to the right having a rsdius of 36-5 0% theme in a Northeasterly direction
along the are of said curve to the right uo the point 01' tangency thereof (said curve segment
having a chord bearing and distance of N23.05'36"E 275.88'), thence N45'17'56"F 737.22' to
the poirn of curvature of a curve to the left having a radius of 235', thence in a Northeasterly
direction along the we of said curve to the lett to a point which is N37401'06"E 55 2' from the
point of curvature thereof and the Point of Beginning, thence N44042'05"W 345 76'; theme
N45°ITS5"E 479.91'; thence NO3.52'53"E 161.34'; thence S86007'07"E 10.0; thence
NO3.52'53"E 350.0' to the point of curvature ora verve to the fight having s radius of 1195.92';
Thence in a Northeasterly direction along the are of said curve t i tht j igla to the point of tangency
thereof (said curve segment having a chord bearing and distance of N32'05'23"E 1130.57');
thence 1%159053'22"E 244 78' to the point of curvature of a curve to the right having a radius of
1044 93', thence in a Noaheauerly direction along the are of said cove to the right to it pabn
which is N8'l°55'53"E ,553.54' from the point of curvature thereof, thence N08.1T 13"F 443 61'
to a point on the North lime of SEI/4 NW 114. of Section 4; thence S89•ITOOM along the North
line of the SEIM NW 114 502.16' to the NE coiner thereof; thence N01'25'S61K along the West
line of the NW)/4 NEI/4 of Section 4 8000' to a point on the Westerly R/W line of U.S.
Interstate Highway 430; thence in a Southerly trpection along the Westerly 0./W line of said
Highway the following courses, S26'25'00"E 20290'. S20°(34'26"E 14250', S6103 ['33"W
11921', 529"18'02"W 25o 48'; SOS°24'01"W 23535', S13"50'13'F 595.82'; $04036'20"N'
183.78', $21'46'56W 186 23', S36017'41"W 197 26% S44408'53"W 77 75' to a point on the
Northerly R/W line of U.S. Highway lQ thence S43045'54"W along the Northerly R/W line of
said Highway 784.19', thence N46'14'06"W 672.57' to the point of curvature of a crave to the
left having a radius of 670'; thence in a Northwesterly direction along the arc of said curve to the
Icti to the point of tangency thereof (said curve segment having a chord bearing and distance of
N64`21'09"W 416.70'; thence N92"28' 13"W 333.74' to a point on the are of a curve to the right
having a radius of 470''. thence in a Southwesterly direction along the are of said curve to the
right to the point of tangency thereof (said curve segriieru having a chord bearing and distance of
S30°O4'S3"W 246.73'), theme S45°17'55"W 424.44', thence NSS`41'lb"W 157 !O''4o. the
Point of Beginning, containing 115 3 Acres, more or less
TRACT 41
$I A C-2.19.%)
Pan of Section 4, T -1-S, R•13 -W, Gale Rock, Pulaski County, .Arkansas, more pamcutarty
described as
Commencing at the Sr corner of the SW f/4 SW I/4 of Section 4; theme N04"42'08"E 381.90' to
the Point of Beginning; thence N010121 I"E 280 12', thence N89'25'05"F 825.0' to a point on
the Northerly.R7N' line of 13.S Intemale Highway 3)-, thence N43°45'54"E Wong the Northerly
R/W line of said Highway 539. SS', thence N46"14'06"W 672 57' 10 the point of curvature of a
curve to the left (said curve having a radius of 670'); thence in a Nonhwesterly direction along
the arc of said curve to the left to the point of tangency thereof (said CnrVC segment having a
chord hearing and diswct of N64"21'09"W 416 70'), thence N92`28'13"W 33.1.74' to a point
on the me of a curve to the nalu (said curve having aradiva of 470'h thence is a Sourhwsseatly
dnettk3 s Along the are of said curve to the right to the point of tangency, thereof (said curve
segment having a chord bearing in distance of S30'04'53'W 246.73'); thence S45°17'S5"W
424.44'; thence N58"31'33"W 157.10' to a point on the an of a curve to the fight heving a
radius of 235.0'; thence in a Southwesterly direction along the are of said curve to the right to the
point of tangency thereof (said curve segment having a chord bearing and distance of
S37°01'06"W 55.52'), thence S45°17'56"W 737 22' to the point of curvature of a curve to Elie
left having a radios of 365.0'; thence in a Southwesterly direction along the arc or said curve to
the point of tangency thereof (staid curve segment having a chord hearing and distance of
523005'36"W 275.88'}, thence S00°53' 19"W 289 40' to a point on the North 0.'W line of Otter
Creek Road; thence along the North R/W hie of Offer Creek Road the following courses
S8.1 °55'24"F 77 86', S80"50' 1 ) "E 292.73 to the point of curvature of a curve to the tell having
a radius of 5500' (said point also being on the Northerly R/W line of U.S. Intrastate Highway
30), thence,in a Northeasterly direction along the arc of said curve to the left to the point of
tangency thereof (said curve segment having a chord hearing and distance of N79041'17"F
404.83'), thence N46001'00"W 15.0' to the point of curvature of a curve to the right having a
radius of 505.0'; thence in a Northeasterly, direction along the arc of said curve tot he left tot he
Point of Beginning (said curve segment having a chord bearing slid distance of 1470°28'30"13
469 OT) containing 46 54 Acres, more or less
t) ' JUL 8 1908
zip 3(0 Or&
ZONING MAP
1
OTTER CREEK TOWN CENTER
LITTLE ROCK, ARKANSAS
MCGETRICK ENGINEERING
EN6MEERING / LAND DEVELOF'MEN1 � _,NSULTANT_
Little Rock, Arkansas 7 221
JI,IL'Y 6, 1998
CURVE
DATA
CURVE NO.
DELTA
rANG13Nf
RADIUS I
LENGTH
CHORD
1
4424'34'
148.99'
-M&OD'I
282.91'
276.88'
2
13'49'17"
28.48'
235.00' 1
56.69'
58.55'
3
27'36'38'
1 58.94'
240.00'
116.59'
114.47'
4
8825'00"
641.47'
1196.92'
1177.57'
1130.57'
5
4316'49'
414.39'
1044.93'
789.02'
770.41'
6
24'09'27'
221,47'
1034.93'
436.36'
433.13'
7
28'47'37'
245.13'
954.98'
479-89'
474.88'
8
43-12'23'
374.18
944.93'
712.66
896.80'
9
682600'-6i7
.83'
1095.92'
1076.11'
1036.04'
30
27'3540'
88.41'
360.00'
173.38'
171.71'
11
07'01'28'
22.40'
365.00'
44.75'
44.72'
12
08'47'63'
21.88'
386.00'
43.31'
43.28'
l3
4424'34'
96.92'
236.00'
102.14'
177.82'
EASEMENT NO. 3
FOR DRAINAGE 30' WIDE-
INST NO. 85-58517
co
m
C--- cal
r
s
Y
O
Z
EASEMENT NO. 1
FOR DRAINAGE 30' WID
INST. No,. 85-58517
N23'05'3
275.88'
ORDER OF POSSESSION
AREA CASE NO 92-1120
N81'55'24
77,86'
R/W SIGN
NOTE:
100 YEAR FLOOD PLAIN INFORMATION
TAKEN FROM FLOOD INSURANCE RATE
MAP PANEL # 050181-0021E DATED
NOVEMBER 3, 1993. ELEVATIONS OF
GROUND WAS NOT DETERMNED.
S 89'12000" E 2792.00'
OTTER CREEK DEVELOPMENT CO. FOUND 11 2 1
C-4 fWt , %'t
�� N� 1
p
/o �4 ►
ix
to
1
j O11
1 (P
502.16' 1 �`
40 80 PENNY NAIL 4 f
1 FOUND Ol f
f rf
100 YEAR FLOOD PLAIN LINE 'Nll'22'26"E `V f
i 143.67' /
EXISTING ZONING R-2 sl3'33'a8'WCW /
"_ 10.00' ® /
N81'55 53 E
770.41' CHORD)2 REBAR "/
N 75.39'32" E 553.54'UND (�) S64'21 29 E
' 433.13' CHORD f
1/2" REBA - '_ _ N42'1T04"E "
EASEMENT AND RIGHT-OF-WAY FOUND _ = - - - - - -_ �.. Lo9.97'
AREA INSTRUMENT NO. 84-11202
Et 84-4672 20.064 ACRESt a „ , ' - - J /
N23 -39'21"E
O �
EASEMENT NO. 4 \ �
FOR DRAINAGE 30' WIDE
INST. NO. 85-58517 O
9
N32'05'23" E
1036.04' CHORD
4
/ SET
I
/
N32005'23"E
1130.57' CHOR
1/2" REBA
FOUND / 1 `
)/ `SET" REBAR
TRACT #2
a rd I `%
t"O � ,
R-2 & C-2
�'o > TO
CV r - /
trio, / - / / j1/
/ ✓ °C -"r 4
S86'07'07"E z pip
z N86ro7'O� 115,3 ACRES
10.00' if -10-00,I/
_--�, --------_. '� 518 jtBAR
N 03'52'53" E 161.34' i rn
EASEMENT NO, 2
FOR SANITARY SEWER
20 WIDE
INST. No, 85-58517.-. l �l / 8?•y813 w
M
R-470'
S 30404'53" W 246.73'
t 4/6 1>
0.
N 44.42'05" w 345.76'/ N17040'34"E
171.71' CHORD
5 3761'06"w 55.52' � �
R-235'--- N58'31'27"W
5.00
N SS 31'33" w t 57. t 0' / 1
N34'59'08"E
44.72' CHORD TRACT #1
` 2 R-2 & C-2
TO
--7 C-3
•�``� 'r� 746.54 ACRES
S41®'48"W 1" OPEN PIPE
43.28 CHORD FOUND PP
' 100 YEAR FLOOD PLAIN UNE N 89'25'05" E 825.00'
/ a
4 / 3 EXISTING ZONING C-3 PP
r f �
/ f � $23'05'36"W /' 1" N 69'18'28" M 219,60'
i 177.62' CHORD/ o PP
S 46ro1'W' E R- N B b
M a 061 _. 35.00co
Pico
s►s
Otto N80'5011"Wf R/W SIGN s
Qt /292.73
® 1 10,16'
N81'54' JP:& -j
695.80' CUORD" J
S61'S9 24 E
60 PENNY NAIL
FOUND
rte' 474.86' CHORD S4
>a
ir/� oY
\ R/W MONUMENT PI
253.26`
OTTER CREEK ROAD N80.50'11'
T
5/8" REBAR- 239.42
FOUND
�` S1ry/4, SMl/4, SDCTION 4� FOUND
EXISTING ZONING C-4
R/W
R/W MO
R/W MON
1/2" R
FOUND
PP
C5
JVIP
W0
18'02"W
r48'
R/W MONUMEI
S05'24'01"W
235.35'
SO4'36
183.78'
60 PENNY NA
N
8'53-W _
IM
-r -;-1LF), L' NC '-`'- I -L-
TrtF furl
VICINITY MAP
TRACTV
Erb.$S-.2lo-CA
Pan of Section 4, T -(-S, R -11-W, Little Roel Pulaski County, .Aukansas, more particularly
described as
Commencing at the SE corner of the SWI /4 SW Ifo of Section 4, thee;e NMP42'08"F. 191.90' to
a point on the Northerly RrW line of U.S Interstate 30, said point also being on the are of a curve
to the left having a radius of 505.0 ; thence in a Southwesterly, direction along the arc of said
curve to the left to a point which is S70.29'30"W 469.07' from the previously described point,
thence continue Wong the Northerly WIN of said Highway S46'01'006 35.0' to a Point on the
are of a curve to the right having a radius of 550 0'; thence in a Southwesterly direction along the
are of said curve to the right to the point of tangency thereof (said curve segment having a chord
bearing a distance of 579°41' 17"W 404 83'), said point also being on the North R/W line of Otter
Creek Road, thence along the Northerly R/W fine of Otter Creek Road the following courses.
N80050' I I'W 292.73', NS 1055'24"W 7196', thence N00'53' 19"F 289 40' to the point of
curvature of a curve to the right having a rsdius of 36-5 0% theme in a Northeasterly direction
along the are of said curve to the right uo the point 01' tangency thereof (said curve segment
having a chord bearing and distance of N23.05'36"E 275.88'), thence N45'17'56"F 737.22' to
the poirn of curvature of a curve to the left having a radius of 235', thence in a Northeasterly
direction along the we of said curve to the lett to a point which is N37401'06"E 55 2' from the
point of curvature thereof and the Point of Beginning, thence N44042'05"W 345 76'; theme
N45°ITS5"E 479.91'; thence NO3.52'53"E 161.34'; thence S86007'07"E 10.0; thence
NO3.52'53"E 350.0' to the point of curvature ora verve to the fight having s radius of 1195.92';
Thence in a Northeasterly direction along the are of said curve t i tht j igla to the point of tangency
thereof (said curve segment having a chord bearing and distance of N32'05'23"E 1130.57');
thence 1%159053'22"E 244 78' to the point of curvature of a curve to the right having a radius of
1044 93', thence in a Noaheauerly direction along the are of said cove to the right to it pabn
which is N8'l°55'53"E ,553.54' from the point of curvature thereof, thence N08.1T 13"F 443 61'
to a point on the North lime of SEI/4 NW 114. of Section 4; thence S89•ITOOM along the North
line of the SEIM NW 114 502.16' to the NE coiner thereof; thence N01'25'S61K along the West
line of the NW)/4 NEI/4 of Section 4 8000' to a point on the Westerly R/W line of U.S.
Interstate Highway 430; thence in a Southerly trpection along the Westerly 0./W line of said
Highway the following courses, S26'25'00"E 20290'. S20°(34'26"E 14250', S6103 ['33"W
11921', 529"18'02"W 25o 48'; SOS°24'01"W 23535', S13"50'13'F 595.82'; $04036'20"N'
183.78', $21'46'56W 186 23', S36017'41"W 197 26% S44408'53"W 77 75' to a point on the
Northerly R/W line of U.S. Highway lQ thence S43045'54"W along the Northerly R/W line of
said Highway 784.19', thence N46'14'06"W 672.57' to the point of curvature of a crave to the
left having a radius of 670'; thence in a Northwesterly direction along the arc of said curve to the
Icti to the point of tangency thereof (said curve segment having a chord bearing and distance of
N64`21'09"W 416.70'; thence N92"28' 13"W 333.74' to a point on the are of a curve to the right
having a radius of 470''. thence in a Southwesterly direction along the are of said curve to the
right to the point of tangency thereof (said curve segriieru having a chord bearing and distance of
S30°O4'S3"W 246.73'), theme S45°17'55"W 424.44', thence NSS`41'lb"W 157 !O''4o. the
Point of Beginning, containing 115 3 Acres, more or less
TRACT 41
$I A C-2.19.%)
Pan of Section 4, T -1-S, R•13 -W, Gale Rock, Pulaski County, .Arkansas, more pamcutarty
described as
Commencing at the Sr corner of the SW f/4 SW I/4 of Section 4; theme N04"42'08"E 381.90' to
the Point of Beginning; thence N010121 I"E 280 12', thence N89'25'05"F 825.0' to a point on
the Northerly.R7N' line of 13.S Intemale Highway 3)-, thence N43°45'54"E Wong the Northerly
R/W line of said Highway 539. SS', thence N46"14'06"W 672 57' 10 the point of curvature of a
curve to the left (said curve having a radius of 670'); thence in a Nonhwesterly direction along
the arc of said curve to the left to the point of tangency thereof (said CnrVC segment having a
chord hearing and diswct of N64"21'09"W 416 70'), thence N92`28'13"W 33.1.74' to a point
on the me of a curve to the nalu (said curve having aradiva of 470'h thence is a Sourhwsseatly
dnettk3 s Along the are of said curve to the right to the point of tangency, thereof (said curve
segment having a chord bearing in distance of S30'04'53'W 246.73'); thence S45°17'S5"W
424.44'; thence N58"31'33"W 157.10' to a point on the an of a curve to the fight heving a
radius of 235.0'; thence in a Southwesterly direction along the are of said curve to the right to the
point of tangency thereof (said curve segment having a chord bearing and distance of
S37°01'06"W 55.52'), thence S45°17'56"W 737 22' to the point of curvature of a curve to Elie
left having a radios of 365.0'; thence in a Southwesterly direction along the arc or said curve to
the point of tangency thereof (staid curve segment having a chord hearing and distance of
523005'36"W 275.88'}, thence S00°53' 19"W 289 40' to a point on the North 0.'W line of Otter
Creek Road; thence along the North R/W hie of Offer Creek Road the following courses
S8.1 °55'24"F 77 86', S80"50' 1 ) "E 292.73 to the point of curvature of a curve to the tell having
a radius of 5500' (said point also being on the Northerly R/W line of U.S. Intrastate Highway
30), thence,in a Northeasterly direction along the arc of said curve to the left to the point of
tangency thereof (said curve segment having a chord hearing and distance of N79041'17"F
404.83'), thence N46001'00"W 15.0' to the point of curvature of a curve to the right having a
radius of 505.0'; thence in a Northeasterly, direction along the arc of said curve tot he left tot he
Point of Beginning (said curve segment having a chord bearing slid distance of 1470°28'30"13
469 OT) containing 46 54 Acres, more or less
t) ' JUL 8 1908
zip 3(0 Or&
ZONING MAP
1
OTTER CREEK TOWN CENTER
LITTLE ROCK, ARKANSAS
MCGETRICK ENGINEERING
EN6MEERING / LAND DEVELOF'MEN1 � _,NSULTANT_
Little Rock, Arkansas 7 221
JI,IL'Y 6, 1998