HomeMy WebLinkAboutZ-3915-C MapLEGAL DESCRIPTION
(PROPOSED SIGN)
Part of the NWA of Section 9, T -1-S, R -13-W, Pulaski County, Arkansas,
lying West of Interstate No. 30 and South of Otter Creek Road, more
particularly described as follows:
Commencing at a point on the West line of said NWY., 30.93 feet from
the Northwest corner thereof, thence N78"38'23"E (measures:
N79°09'16"E), along the South right of way line of Otter Creek South
Road for 95.23 feet (measures: 95.72 feet); thence S88"37'32"E
(measures: S88"07'52"E) continuing along said South right of way line
for 178.21 feet; thence S88"3732"E (measures: S88"07'S2"E)
continuing along said South right of way line for 261.39 feet; thence
N00"01'23"E (measures: N0o`31'03"E) continuing along said South right
of way line for 22.40 feet; thence S89"58'37'"E (measures: S89"28'57"E)
continuing along said South right of way line for 604.46 feet to a point
on the Westerly right of way line of the Interstate 30 — Otter Creek
Road Interchange; thence 535'07'41"E (measures: 534'38'01"E) along
said Westerly right of way line, 299.12 feet to a point on the Westerfy
right of way line of Interstate # 30; thence S43"15'00"W (measures:
S43"44'40"W) , along said Westerly right of way line for 947.01 feet to
the point of beginning; thence continue S43°15'00"W (measures:
S43°44'4("W), along said Westerly right of way for 100.00 feet; thence
N46"18'38"W (measures: N45"48'58"W) for 100.0 feet; thence
N43"44'40"E for 100.0 feet; thence S45°48'58"E for 100.0 feet to the
point of beginning, containing 10,000 Square Feet more or less.
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Deed: N78 -3823"E, 95.23'
p9'16'E. 95.72'
` \ EXtst�ng
r
Measures: N79
\Y\
SJgn
Daed: 501'22'49 -EE. 30.9%3'
501'52 ----- -` 568''32"E. 17878121'
588'07'52"E.
r`
Measures:
asur :
Measures:
- Deed: 588'37'32-E. 261619'
Measures: 588 "07'52'E,
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�: ••LEGEND:
IFI - Found
Set- #5 Rebar Set w/Cap
P.O.B.- Point of Beginning
•
rap-E.S.'Stan'Cunningbam, Jr. PL5#1375
t.i m ;
u m
/ ' •'r
(x—x—x) — Fence
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This is to certify that the above described land has been surveyed. The comers are as marked as Shawn and are In
accordance with exiting monuments In the vicinity. This certification is for and limited to the parties shown hereon.
ler°
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S4-3 Op.If
4q •40`W 100 0p
100.00.
Prepared Bv: Cunningham Surveying, LLC
ES.'Stan' Cunningham, Jr.
2105 Lorance Drive
Little Rock, AR 72206
501-888-2535
501-9931589
NOTES:
1. Basis ofbeMngs—GPS Observations
2- This Survey was based on:
(a) Monuments found in the field
(b) preWD" Survey by White Datersa Associates for Winstead Propeftles dated Aug- 22, 2033
3. This "Perry Is $ubject to any and all rules and Regulatl",, City or County that may
4. No No easements recorded or unrecorded were noted at this time except Co my those at may
S. This survey was completed without the use and benefits of a complete and -aerate title
search.
6. Contractor Is responsible for verifying all measurements prior to beginning construction. (if
Applicable]
7. Declaration Is made to original purchaser of the survey it is not transferable to additional
institutions or subsequent owners.
0,1ST8
arLptdr d � OF S
LLCft
- REVISED: 10/27/2015
z
- Qg aeeeLna >m. acv Pro Wd Sign Location Survey
USE AND BENEFR: Lamar Sign
•., DA, dV.'' Data: September 21, 2015
Af. LA• Sale:l"=100'
Address: Interstate 30
j oo0l$-�3W-o-oq-Y -Go-�3
-'�_ ? 9 1 C--
LEGAL DESCRIPTION
(PROPOSED SIGN)
Part ofthe NWD4 of Section 9, T -1-S, R -13-W, Pulaski County, Arkansas,
lying West of Interstate No. 30 and South of Otter Creek Road, more
particularly described as follows:
Commencing at a point on the West line of said NWX, 30.93 feet from
the Northwest corner thereof; thence N78'38'23"E (measures:
N79°09'16"E), along the South right of way line of Otter Creek South
Road for 95.23 feet (measures: 95.72 feet); thence 588'37'32"E
(measures: S88"07'52"E) continuing along said South right of way line
for 178.21 feet; thence S88°37'32"E (measures: S88'07'52"E)
continuing along said South right of way line for 261.39 feet; thence
N00"01'23"E (measures: NOO"31'03"E) continuing along said South right
of way line for 22.40 feet; thence S89"58'37"E (measures: S89'28'57"E)
continuing along said South right of way line for 604.46 feet to a point
on the Westerly right of way line of the Interstate 30 - Otter Creek
Road Interchange; thence 535'07'41"E (measures: S34"36'03"E) along
said Westerly right of way line, 299.12 feet to a point on the Westerly
right of way line of Interstate # 30; thence S43"15'00"W (measures:
S43'44'40"W) , along said Westerly right of way line for 947.01 feet to
the point of beginning; thence continue S43"15'00"W (measures:
S43'44'40"W), along said Westerly right of way for 100.00 feet; thence
N46°18'38"W (measures: N45"48'58"W) for 100.0 feet; thence
N43'44'40"E for 100.0 feet; thence S45°48'58'E for 100.0 feet to the
point of beginning, containing 10,000 Square Feet more or less.
'2A 0p
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oppep
St Mouna t 6 %,-
'Yartrl
1.3.�OR g � •E 95.23'
Deed'-N7fl'3B 23 95.72'
P Measures: N79'09'36"E.
Llaed: 501'2'A9��:u�343'
Measures. 501 52 I •-•"^-*•� Deed: SBS"37'32"2. . 17B.'
Measures: 588'07'52"E, 178.21'
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/_-•�-•�y� -
Deed; 588'37' 32-E, 261.39'
•-`_• Nea9ureS' 588'07'52 E, 261.39'
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e8• ag e8 � � 1av vs ��
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This Is to certify that the above described land has been surveyed• The comers are as marked as shown and are In
accordance with existing monuments In the vicinity. This certification is for and IknRed to the parties shown hereon.
---Mea u es 543 "1
Sg3'44'4
00.11
q4 q0: -N.100 . 00.
1p0.00.
Preoarcd BY: Cunningham surveying, LLC
E.S. 'Stan' Cunningham, Jr.
2105 Lorance Drive
Little Rock, AR 72M
501-SW2535
501-993-1589
r
I
,r
r�
5, a
1 mm
SCALE: 1•-100'
po
1 a 100 200
.1 Qm
ro
'1 N
LEMD, d
Set- #5 Rebar Set w/Cap
P.O.B. - Polm of Beginning
Cap- ES. 'Stan' Cunningham, Jr. PLS #1375
(x—x—x) — Fence
NOTES;
1. Basis of bearings — GPS Observations
2- This Survey was based on:
(a) Monuments found In the Held
(b) Previous Survey by White Deters & A55adate5 for Winstead PrOOenies dated Aug_ 22, 2013
3. This PrOPerty 4 subJen to any and all rules and Regulations, City or County that may apply
4. No easements recorded or unrecorded were noted At this time h XUDI those mentoned.
S, This survey was completed without the use and benefits of a complete and accurate title
search,
6. Contraclor Is responsible for verifying all measurements prior to beginning construction. (If
Applicable)
7. Declaration is made to original purchaser of the survey It Is not transferable to additional
institutions or subsequent owners.
ytllne a
G1STEd g�F 0f a6ry
Miter S Cuh11a1GIlAi
�,_ UX i REVISED: 10/27/2015
i� ��.. = - " x N. Proposed $part LataEiuri SurVev
Sri' *a7 USE USE AND BENE FR:Lamar Sign
•°'f0�� Date: September 21, 2015
"`••`SAG LA?�,r Sale: 1"=100'
Address: Interstate 30
2_ t7 92) 1 <— le, Soo orS /3w o ar woo -Go.i3
1/
I
/
11
!I
1
MP gel a ,y4 %,
e8• ag e8 � � 1av vs ��
1aU.p0•
e
This Is to certify that the above described land has been surveyed• The comers are as marked as shown and are In
accordance with existing monuments In the vicinity. This certification is for and IknRed to the parties shown hereon.
---Mea u es 543 "1
Sg3'44'4
00.11
q4 q0: -N.100 . 00.
1p0.00.
Preoarcd BY: Cunningham surveying, LLC
E.S. 'Stan' Cunningham, Jr.
2105 Lorance Drive
Little Rock, AR 72M
501-SW2535
501-993-1589
r
I
,r
r�
5, a
1 mm
SCALE: 1•-100'
po
1 a 100 200
.1 Qm
ro
'1 N
LEMD, d
Set- #5 Rebar Set w/Cap
P.O.B. - Polm of Beginning
Cap- ES. 'Stan' Cunningham, Jr. PLS #1375
(x—x—x) — Fence
NOTES;
1. Basis of bearings — GPS Observations
2- This Survey was based on:
(a) Monuments found In the Held
(b) Previous Survey by White Deters & A55adate5 for Winstead PrOOenies dated Aug_ 22, 2013
3. This PrOPerty 4 subJen to any and all rules and Regulations, City or County that may apply
4. No easements recorded or unrecorded were noted At this time h XUDI those mentoned.
S, This survey was completed without the use and benefits of a complete and accurate title
search,
6. Contraclor Is responsible for verifying all measurements prior to beginning construction. (If
Applicable)
7. Declaration is made to original purchaser of the survey It Is not transferable to additional
institutions or subsequent owners.
ytllne a
G1STEd g�F 0f a6ry
Miter S Cuh11a1GIlAi
�,_ UX i REVISED: 10/27/2015
i� ��.. = - " x N. Proposed $part LataEiuri SurVev
Sri' *a7 USE USE AND BENE FR:Lamar Sign
•°'f0�� Date: September 21, 2015
"`••`SAG LA?�,r Sale: 1"=100'
Address: Interstate 30
2_ t7 92) 1 <— le, Soo orS /3w o ar woo -Go.i3
LEGAL DESCRIPTION
(PROPOSED SIGN)
Part of the NWY4 of Section 9, T -1-S, R -13-W, Pulaski County, Arkansas,
lying West of Interstate No. 30 and South of Otter Creek Road, more
particularly described as follows:
Commencing at a point on the West line of said NW%, 30.93 feet from
the Northwest corner thereof; thence N78"38'23"E (measures:
N79'09'16"E), along the South right of way line of Otter Creek South
Road for 95.23 feet (measures: 95.72 feet); thence S88°3732"E
(measures: S88°07'52"E) continuing along said South right of way line
for 178.21 feet; thence S88°37'32"E (measures: S88"07'S2"E)
continuing along said South right of way line for 261.39 feet; thence
N00"01'23'E (measures: N00031'03"E) continuing along said South right
of way line for 22.40 feet; thence 589'58'37"E (measures: S89`28'57"E)
continuing along said South right of way line for 604.46 feet to a point
on the Westerly right of way line of the Interstate 30 - Otter Creek
Road Interchange; thence S35°07'41"E(measures:S34"38'01"E)along
said Westerly right of way line, 299.12 feet to a point on the Westerly
right of way line of Interstate # 30; thence S43°15'00"W (measures:
S43"44'40"W) , along said Westerly right of way line for 947.01 feet to
the point of beginning; thence continue S43"1.5'00"W (measures:
S43"44'40"W ), along said Westerly right of way for 100.00 feet; thence
N46°18'38"W (measures: N45"48'58"W) for 100.0 feet, thence
N43"44'40"E for 100.0 feet; thence S45°48'58"E for 100.0 feet to the
point of beginning, containing 10,000 Square Feet more or less.
Vtmy R1DJYe 0COPD-."
f+g$t ase vJ@
23 v`
SA 1692.
r l ��4 Dat �Dn
$ H183oR g
Deed: M78'38'23"E.- 9595372'
p Measures: N79 09 16-E.
Deed: S01'22 -49-E.- 3030393• --
Measures: 501.52'29 W• �'-
1
Deed: SBB-37'32-E. 178.21' r
Measures: 5138'07'52-E. 1713.21 r
r
i
HeeCr• Hqg, Ao•F'
lig
e8: t8• A
� A
�A
fxrstrn9 SJ9n
r
` Bead'32"E, 269
Measures: SBB'07'52'E, 26139' r
r
r
Otte r,
He Deli .
Se
C�604 e r r r
r
-8.� 3�. ek Aoa
IS Z2 • A 8 $j qg d r r r
J'' meq- 4g . r r f L■
t pr3
DS.- 4g 84'3g
PoS N�Od''�a
s 5e y 19n tesla
G. 00.
%• bpd'
i �yce
i 0 Sec 2P
i.� Aa
13 Edge 2
-A3 1 A' A NDct� 5�a�
15
This is to certify that the above described land has been surveyed. The comers are as marked as shown and are In
accordance with existing monuments In the vklnity. This certification is for and limited to the parties shown hereon.
r mr
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' SCALE 1.500'
rr Ad
� ou
r �+ 0 100 200
r m�
r o
�r +flN
r
r i
r
r i LEGEND:
r % - fFl -Found
Set -45 Rebar Set w/Cap
P -0-B. - Point of Beginning
r _ Cap- E5. 'Stan' Cunningbam, Jr. PLS 41375
r � •- (x -X -X) -Fence
r
r �
's00 Op r r , � • I • •g� y0. -O's
� •. �OAAO
r X00- _�• y SAS
r
_ s
0115
�•'
Dee
d.
Heasu e,s'SS43'44'40
00^W
4q'40"'W 1p0. 00,
J00. 00,
Prepared Rr. Cunningham Surveying, LLC
ES. 'Stan' Cunningham, Jr.
2105 Lorance Drive
Little Rock, AR 72206
501-8118-2535
501-993-1589
N1�. Basis of bearings - GPS Observations
2. This Survey was based on:
(a) Monuments found in the field
(b) PrevlausSurvey by Whlie Daters & Associates for Winstead Properties dated Aug. 22, 2013
3. This property's subject 10 any and an rules and Regulations, ChV or Cnu my that may apply -
4. NO t3s men[S retarded or unrecorded were noted at Ihis time er[ept these mentlonM.
S. This survey was completed without the umand benefits of a complete and accurate title
search.
6. Contrxtar Is responsible for verifying all measurements prior to beginning construction. (Ii
7. Declaration is made to original purchaser of the survey it is not transferable to additional
institutions or subsequent owners.
�4 � 0.lyrga
twrpolrun.,t�
�.
uc
SI?iLic x
r+n-1t=
'WK/VShS
REVISED: 10/27/2015
Pro posed Sfen Location Surve
USE AND KNEW: Lamar Sign
Date: September 21, 2015
Scale: l" =100'
Address: Interstate 30
' - -3
) //5 -
Saa OIS-/3W _p_o4-Yoo-4 -/3
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i
HeeCr• Hqg, Ao•F'
lig
e8: t8• A
� A
�A
fxrstrn9 SJ9n
r
` Bead'32"E, 269
Measures: SBB'07'52'E, 26139' r
r
r
Otte r,
He Deli .
Se
C�604 e r r r
r
-8.� 3�. ek Aoa
IS Z2 • A 8 $j qg d r r r
J'' meq- 4g . r r f L■
t pr3
DS.- 4g 84'3g
PoS N�Od''�a
s 5e y 19n tesla
G. 00.
%• bpd'
i �yce
i 0 Sec 2P
i.� Aa
13 Edge 2
-A3 1 A' A NDct� 5�a�
15
This is to certify that the above described land has been surveyed. The comers are as marked as shown and are In
accordance with existing monuments In the vklnity. This certification is for and limited to the parties shown hereon.
r mr
r 1 c rp
' SCALE 1.500'
rr Ad
� ou
r �+ 0 100 200
r m�
r o
�r +flN
r
r i
r
r i LEGEND:
r % - fFl -Found
Set -45 Rebar Set w/Cap
P -0-B. - Point of Beginning
r _ Cap- E5. 'Stan' Cunningbam, Jr. PLS 41375
r � •- (x -X -X) -Fence
r
r �
's00 Op r r , � • I • •g� y0. -O's
� •. �OAAO
r X00- _�• y SAS
r
_ s
0115
�•'
Dee
d.
Heasu e,s'SS43'44'40
00^W
4q'40"'W 1p0. 00,
J00. 00,
Prepared Rr. Cunningham Surveying, LLC
ES. 'Stan' Cunningham, Jr.
2105 Lorance Drive
Little Rock, AR 72206
501-8118-2535
501-993-1589
N1�. Basis of bearings - GPS Observations
2. This Survey was based on:
(a) Monuments found in the field
(b) PrevlausSurvey by Whlie Daters & Associates for Winstead Properties dated Aug. 22, 2013
3. This property's subject 10 any and an rules and Regulations, ChV or Cnu my that may apply -
4. NO t3s men[S retarded or unrecorded were noted at Ihis time er[ept these mentlonM.
S. This survey was completed without the umand benefits of a complete and accurate title
search.
6. Contrxtar Is responsible for verifying all measurements prior to beginning construction. (Ii
7. Declaration is made to original purchaser of the survey it is not transferable to additional
institutions or subsequent owners.
�4 � 0.lyrga
twrpolrun.,t�
�.
uc
SI?iLic x
r+n-1t=
'WK/VShS
REVISED: 10/27/2015
Pro posed Sfen Location Surve
USE AND KNEW: Lamar Sign
Date: September 21, 2015
Scale: l" =100'
Address: Interstate 30
' - -3
) //5 -
Saa OIS-/3W _p_o4-Yoo-4 -/3