HomeMy WebLinkAboutZ-4651-D Map 8EXISTING NON -CONFORMING`
COMMERCIAL USE
R-2
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EVERGREEN TREES TO
ENHANCE BUFFER
DEVELOPMENT
CONSULTANTS
INCORPORATED
2200 NO. RODNEY PARHAM RD.
SUITE 220
LITTLE ROCK, ARKANSAS 72212
ENGINEERING PLANNING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
4
N
VICINITY MAP
SCALE 1'=2000'
,(y ✓, ! fJ s e °
� \ Q COPYRIGHT
,d f` W
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R-2
Gy 9
\ � I : "`b '�,,n \ � PROPOSED ROW.
ork DRAWN BY RMB
FUTURE DEVELO ENT
AREA ` `1 \ F w „a O CHECKED BY
9. I o a
�� CO
TR ' APPROVED BY
R-2 <C OR, SECONDARY ACCESS
20' ASPHALT DRIVE r �' �� e FUTURE c.L. FORw DATE
ALIGNMENT,,,."'
e J = W V 10-07-02
Q OGQ�O N /
REQUEST WAVIER OF HALF -STREET 1 J,t
7-leg5'10" W Jf/ - ry tIl "., .`�,a>. ``` u THPISOSECTIONSOFECOLONEL GLENNs,;,.QUESTED FORf,.�O�ON�.a: G.vPR
�� �p Q'b - - § ^t ,..' / 4.Ch�r �'�•.�»,ra"''.�^d G .r `"�..:."' i ..-^„✓ t
OQ Q000 D1.=oe / \ ... ; 93.0
0' A
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CHAIN LINK 'n ""✓ �}„
SECURITY FENCE () 175.59' CHORD aa
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EXISTING REVERSIONAfiY RIGHTS TO FIRE STATION p f' :/
PROPERTY --TO TRANSFER TO KINCO WITH d 628' RADIO
PPP
FIRE STATION , ..- PURCHASE OF PZD AREA'�,
``. ., ''/ .:.,,�'-ST7Nf ' .07 ' I'r t ff^/f�"' ' rd i Y✓ ✓ ✓f `^,. - _/ r°��,..:.-f-.wHrr.✓ ,s.�.,d.�.`..;,^'sS)_EWi$0tr"3•_-1..``D(,.`R+',%,a<.9_^:`-.".W"✓°`"f.'fAB. ,ANs'�remD"O�,f NM/E✓/N✓"ryY-^% rr •'!.✓T�o!1!,` o' !/`'" }tlflffO,r l�U'%f /r` % &3°'F"OX
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EXISTING NON -CONFORMING
� O3 COMMERCIAL USE
FO
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°
O FENCE 79'
S /ANbfRE8,U�-CORIT% R-2
4V, cn F51. Ob'
EOGE PAVEMENT is.00'
:.?..
00
PROPOSED HALF -STREET '•.
` . s{ ,,•.- ' E O REM i _....._.__�.. �..,.._......_..-...�., f^� / CN'A /. !' f >`, / ✓ e `� i 7 IMPROVEMENTS FOR .
x
GRAVEL OR GRASS YARD AREA s v_ f Foudrr✓FEa�E o a y COMMERCIAL COLLECTOR
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PAVO LUASPHALT ED REA S 02019'06' W //
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2OOO,pON - - ,° /a g , _ PROPOSED R.O.W, ABANDONMENT
1.J 'e ," `pa ' -_ AND STREET BUFFER AREA
�0 `
e " I
p PR EX/S N o y
f 0iL S EXISTING SHED STRUCTURES S ? �� OPOSED BUIL plN F2 '
Ly\ 1J1� �Q TO BE REMOVED v, d PRfOR `8 OFF G 9 / Op LANDSCAPE A*EA - y
,p ZA� 8�� �E < p7j�$ �- (PAVING TO �E R�AIOVED
o O V
a SES ,' O t"Jn P i
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FENCE TO REMAIN 51.07EXISTINGSECURITY�FS 11e02'29" W '^
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021
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F2 6°38,
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Q ' g 5 PZD AREA DESCRIPTION
O pF F`u,in�� 610A s i - - - - s Part of the SE1/4 NE1/4 of Sec 20, and part of the SW1/4 NW7/4 of Sec. 21, all In Township 1 North,
�• 9<�9m yc� ` OT 0 O. - - - GRAVEL OR GRASS YARD AREA cod o Range 13 West Pulaski County, Arkansas, being more particularly described as follows. f !
}° /
0 2
O mF� 0 v Commencing at a found Axle at a location described as the NW corner of the said SWI/4 NWt/4of
1111P1 Z Q
°Q.(� f` �s T � - - O. S Sec. 21; thence S 02°03'58" W, a distance of 232.45 feet to a found PK -Nail in the Centerline of Colo el ,„« /7 X£ ,w Z
O O,A - - - VO / p�ei Glenn Road, which is the Point of Beginning; thence S 01012'51" W, a distance of 87.51 feet to a foun f ` {1.f / W V�' Z
p 2 •� V 1/2" rebar; thence S 77°45'10" W, a distance of 93.00 feet to a found 5/8" rebar; thence S 12°14'5(,x' E 14 } 7 a LU Y
002 -y7 - 5`, SCE Q a distance of 75.00 feet; thence N 77 45'10" E. a distance of 168.93 feet to a point on a line that . / f { g
y S ni _ 5 }FE A• s, parallel with and 55.00 feet southerly from the Centerline of Colonel Glenn Road; thence continuinglong Sf,
_ ��Q� JP\�A ` `� a line that is parallel with end 55.00 feat southerly from the said Centerline along a 288.80 feet rOdius �_ g 5 / Q 1i
1i G0.%'✓ curve to the left, an arc length of 91.39 feet, said curve having a chord direction of S 65'24'22"�E and * _ �p }' OLL
} ` �, �� 50 .`O ,,, a,A a chord length of 91.01 feet; thence continuing along a line that is parallel with and 55.00 feet sgiutherly / / f 'r - LL LIJI
\ Oj ! from the said Centerline along a 218.21 feet radius curve to the left, an arc length of 12623 fe 11 said O Y
!� G \�`Z� G�,P�a curve having a chord direction of N 84027'36' E and a chord length of 124,47 feet; thence continuing" %+ , � O
V J1 along a line that is parallel with and 55.00 feet southerly from the said Centerline N 68°56'09" E, a 7� j J
OQ O EVERGREEN TREES TO '�., t' / s O
Q distance of 37.48 feet; thence continuing along a line that is parallel with and 55.00 feet southerly from
{ 0 ENHANCE BUFFER ,(`
the said Centerline N 69°17'05" E, a distance of 41.57 feet to a
p ` r!!Q 6, G ! point on a line that is parallel with and
[ °N ✓v ��J �� V� y 45.00 feet westerly from the Centerline of Lawson Road; thence continuing along a line that is parallel / fi W U
O19 �g '` F� with and 45.00 feet westerly from the said Centerline S 0weste0" from
a distance of 35.98 feet; thence { B / z
o. A °c O ` continuing along a line that is parallel with and 45.00 feet westerly from the said Centerline S 02019'06" 1 }`
O ! ' W, a distance of 55.70 feet; thence continuing along a line that is parallel with and 45.00 feet westerly ;� F_
W, W I— aw
/ + from the said Centerline S 05°39'05" W, a distance of 47.90 feet; thence continuing along a line that is / ; / / Q Y J Ii
-, parallel wRh and 45.00 feet westerly from the said Centerline S 11°02'29" W, a distance of 51.07 feet; f` prfLij
r - thence N 76°38'54" W, a distance of 214.60; thence S 59°20'06" W, a distance of 160.00 feet; thence SLij
!r
38°33'26" E, a distance of 41.49 feet; thence S 51°26'34" W, a distance of 250.88 feet to a found 1/2"
%W �g `. rebar, thence N 38032'31" W. a distance of 189.00 feet; thence N 28°04'07" W, a distance of 260.72 f ~
T.,
feet to a found 1/2" rebar, thence N 41°23'41" E, a distance of 188.67 feet; thence N 47°16'25" E, a
I
R-2 ``� 0 °. distance of 210.00 feet to the Centerline of Colonel Glenn Road; thence S 48°48'05" E along the said L H
Oce- O �OS6 �0 2y Centerline, a distance of 165.88 feet to the Point of Beginning, containing 5.045 acres or 219,771.15 LLd, r c'' O LU
square feet, more or less. :7 '� * a
rn
oEQ�caQP� 7° 3 PROJECT NO
tk
R-2
p0.
;u
NUMBER
DELTA ANGLE JTANGENT
' \
~'•�
I ARC LENGTH
PROPOSED IN -LIEU CONTRIBUTION FOR
HALF -STREET IMPROVEMENTS THIS
"
C1
SECTION OF COLONEL GLENN
46.08
288.80
1 91.39
S 65°24'22" E
91.01
C2
/'yrs Ae
164.93
218.21
126,23
N 64027'36" E
1124.47
av �'ss
f
✓ PPf)POSEbyrR.O,VCr
.D DICATI6N`A1iEA
d
\
t f �
DEVELOPMENT
CONSULTANTS
INCORPORATED
2200 NO. RODNEY PARHAM RD.
SUITE 220
LITTLE ROCK, ARKANSAS 72212
ENGINEERING PLANNING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
4
N
VICINITY MAP
SCALE 1'=2000'
,(y ✓, ! fJ s e °
� \ Q COPYRIGHT
,d f` W
�' 9�a ,✓ r V /SCALE
R-2
Gy 9
\ � I : "`b '�,,n \ � PROPOSED ROW.
ork DRAWN BY RMB
FUTURE DEVELO ENT
AREA ` `1 \ F w „a O CHECKED BY
9. I o a
�� CO
TR ' APPROVED BY
R-2 <C OR, SECONDARY ACCESS
20' ASPHALT DRIVE r �' �� e FUTURE c.L. FORw DATE
ALIGNMENT,,,."'
e J = W V 10-07-02
Q OGQ�O N /
REQUEST WAVIER OF HALF -STREET 1 J,t
7-leg5'10" W Jf/ - ry tIl "., .`�,a>. ``` u THPISOSECTIONSOFECOLONEL GLENNs,;,.QUESTED FORf,.�O�ON�.a: G.vPR
�� �p Q'b - - § ^t ,..' / 4.Ch�r �'�•.�»,ra"''.�^d G .r `"�..:."' i ..-^„✓ t
OQ Q000 D1.=oe / \ ... ; 93.0
0' A
° ^
i
CHAIN LINK 'n ""✓ �}„
SECURITY FENCE () 175.59' CHORD aa
.w
EXISTING REVERSIONAfiY RIGHTS TO FIRE STATION p f' :/
PROPERTY --TO TRANSFER TO KINCO WITH d 628' RADIO
PPP
FIRE STATION , ..- PURCHASE OF PZD AREA'�,
``. ., ''/ .:.,,�'-ST7Nf ' .07 ' I'r t ff^/f�"' ' rd i Y✓ ✓ ✓f `^,. - _/ r°��,..:.-f-.wHrr.✓ ,s.�.,d.�.`..;,^'sS)_EWi$0tr"3•_-1..``D(,.`R+',%,a<.9_^:`-.".W"✓°`"f.'fAB. ,ANs'�remD"O�,f NM/E✓/N✓"ryY-^% rr •'!.✓T�o!1!,` o' !/`'" }tlflffO,r l�U'%f /r` % &3°'F"OX
III:i
EXISTING NON -CONFORMING
� O3 COMMERCIAL USE
FO
yrn
°
O FENCE 79'
S /ANbfRE8,U�-CORIT% R-2
4V, cn F51. Ob'
EOGE PAVEMENT is.00'
:.?..
00
PROPOSED HALF -STREET '•.
` . s{ ,,•.- ' E O REM i _....._.__�.. �..,.._......_..-...�., f^� / CN'A /. !' f >`, / ✓ e `� i 7 IMPROVEMENTS FOR .
x
GRAVEL OR GRASS YARD AREA s v_ f Foudrr✓FEa�E o a y COMMERCIAL COLLECTOR
h E
f
VEMENT � .� f. 2� ,. e r.:-5,,,. y' '"r J' � 5 � I l_ O � Z
w
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_ W �aa8'00• d
0.
PAVO LUASPHALT ED REA S 02019'06' W //
O O c oO„;qo
C-4
2OOO,pON - - ,° /a g , _ PROPOSED R.O.W, ABANDONMENT
1.J 'e ," `pa ' -_ AND STREET BUFFER AREA
�0 `
e " I
p PR EX/S N o y
f 0iL S EXISTING SHED STRUCTURES S ? �� OPOSED BUIL plN F2 '
Ly\ 1J1� �Q TO BE REMOVED v, d PRfOR `8 OFF G 9 / Op LANDSCAPE A*EA - y
,p ZA� 8�� �E < p7j�$ �- (PAVING TO �E R�AIOVED
o O V
a SES ,' O t"Jn P i
�\ ASPHALT PAVED AREA n O LUIt/BER CA�� CSF USE I , a 2 �y,0, �r
✓ OZ - " e iNARO�ACTOR _
f.
o
073
�o o ARE STORE O
R-2 N
' o gI; `= 00
FENCE TO REMAIN 51.07EXISTINGSECURITY�FS 11e02'29" W '^
,i�ryLQQ
021
05 ro
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F2 6°38,
q• a Z�er J
S•� �• o r 03 o
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<G 9Lo OqO f Sq S� 9,20 a o 00 it
Q ' g 5 PZD AREA DESCRIPTION
O pF F`u,in�� 610A s i - - - - s Part of the SE1/4 NE1/4 of Sec 20, and part of the SW1/4 NW7/4 of Sec. 21, all In Township 1 North,
�• 9<�9m yc� ` OT 0 O. - - - GRAVEL OR GRASS YARD AREA cod o Range 13 West Pulaski County, Arkansas, being more particularly described as follows. f !
}° /
0 2
O mF� 0 v Commencing at a found Axle at a location described as the NW corner of the said SWI/4 NWt/4of
1111P1 Z Q
°Q.(� f` �s T � - - O. S Sec. 21; thence S 02°03'58" W, a distance of 232.45 feet to a found PK -Nail in the Centerline of Colo el ,„« /7 X£ ,w Z
O O,A - - - VO / p�ei Glenn Road, which is the Point of Beginning; thence S 01012'51" W, a distance of 87.51 feet to a foun f ` {1.f / W V�' Z
p 2 •� V 1/2" rebar; thence S 77°45'10" W, a distance of 93.00 feet to a found 5/8" rebar; thence S 12°14'5(,x' E 14 } 7 a LU Y
002 -y7 - 5`, SCE Q a distance of 75.00 feet; thence N 77 45'10" E. a distance of 168.93 feet to a point on a line that . / f { g
y S ni _ 5 }FE A• s, parallel with and 55.00 feet southerly from the Centerline of Colonel Glenn Road; thence continuinglong Sf,
_ ��Q� JP\�A ` `� a line that is parallel with end 55.00 feat southerly from the said Centerline along a 288.80 feet rOdius �_ g 5 / Q 1i
1i G0.%'✓ curve to the left, an arc length of 91.39 feet, said curve having a chord direction of S 65'24'22"�E and * _ �p }' OLL
} ` �, �� 50 .`O ,,, a,A a chord length of 91.01 feet; thence continuing along a line that is parallel with and 55.00 feet sgiutherly / / f 'r - LL LIJI
\ Oj ! from the said Centerline along a 218.21 feet radius curve to the left, an arc length of 12623 fe 11 said O Y
!� G \�`Z� G�,P�a curve having a chord direction of N 84027'36' E and a chord length of 124,47 feet; thence continuing" %+ , � O
V J1 along a line that is parallel with and 55.00 feet southerly from the said Centerline N 68°56'09" E, a 7� j J
OQ O EVERGREEN TREES TO '�., t' / s O
Q distance of 37.48 feet; thence continuing along a line that is parallel with and 55.00 feet southerly from
{ 0 ENHANCE BUFFER ,(`
the said Centerline N 69°17'05" E, a distance of 41.57 feet to a
p ` r!!Q 6, G ! point on a line that is parallel with and
[ °N ✓v ��J �� V� y 45.00 feet westerly from the Centerline of Lawson Road; thence continuing along a line that is parallel / fi W U
O19 �g '` F� with and 45.00 feet westerly from the said Centerline S 0weste0" from
a distance of 35.98 feet; thence { B / z
o. A °c O ` continuing along a line that is parallel with and 45.00 feet westerly from the said Centerline S 02019'06" 1 }`
O ! ' W, a distance of 55.70 feet; thence continuing along a line that is parallel with and 45.00 feet westerly ;� F_
W, W I— aw
/ + from the said Centerline S 05°39'05" W, a distance of 47.90 feet; thence continuing along a line that is / ; / / Q Y J Ii
-, parallel wRh and 45.00 feet westerly from the said Centerline S 11°02'29" W, a distance of 51.07 feet; f` prfLij
r - thence N 76°38'54" W, a distance of 214.60; thence S 59°20'06" W, a distance of 160.00 feet; thence SLij
!r
38°33'26" E, a distance of 41.49 feet; thence S 51°26'34" W, a distance of 250.88 feet to a found 1/2"
%W �g `. rebar, thence N 38032'31" W. a distance of 189.00 feet; thence N 28°04'07" W, a distance of 260.72 f ~
T.,
feet to a found 1/2" rebar, thence N 41°23'41" E, a distance of 188.67 feet; thence N 47°16'25" E, a
I
R-2 ``� 0 °. distance of 210.00 feet to the Centerline of Colonel Glenn Road; thence S 48°48'05" E along the said L H
Oce- O �OS6 �0 2y Centerline, a distance of 165.88 feet to the Point of Beginning, containing 5.045 acres or 219,771.15 LLd, r c'' O LU
square feet, more or less. :7 '� * a
rn
oEQ�caQP� 7° 3 PROJECT NO
tk
R-2
p0.
;u
NUMBER
DELTA ANGLE JTANGENT
I RADIUS
I ARC LENGTH
I CHORD DIRECTION
I CHORD LENGTH
C1
18°07'52"
46.08
288.80
1 91.39
S 65°24'22" E
91.01
C2
33008'38"
164.93
218.21
126,23
N 64027'36" E
1124.47
�r. 02-171
7 ' SHEET NO.
N®RTH
EVERGREEN TREES TO
ENHANCE BUFFER•r 30 15 C 30 60
SCALE
G:A02-171\Pt N4,,NG\02171PZD,DWG
Y-�� 51-