Breeden Commercial AdditionDocument Number F202100025 Page 1 of 1
FINAL PLAT
BREEDEN COMMERCIAL ADDITION
Being part of the NW9/4 SW1/4 of Section 20,
Township 9 North, Range 39 East, Crawford County, Arkansas
POC
Exlsting Mag Nall
NW/cor NWS/QSW3/4 Existing
Sect/on10, T9N, R31W 1/2"Rebar I /
Document No.201911215851
Ryyy_ - - ( POB, Lott �\ Set Mag NallAnd Washer
R/�v--� - I ( Set 1/2" Rebar \ State Plane Coordinates
Exlsting 5/8" Rebar 7' W/ PS# 1703 N: 412256.14
n c State Plane Coordinates State Plane Coordinates / - \� E: 619414,93
a q N:4122YZ09 Existing =-= N:412282.28 _
3� E:618752,08 5'FeeSimple 5/8"Rebar E.-61911239.
W Right -Of -Way Dedicated -
Ref, Doc. #9 ALMA BOULEVARD Existing Per This Plat (0, 06Acres)
ko kY-
, Right-Of-WayW/dthVar/es ��
N:n E 926g2+ / - - S87°5436"f161,99' -- S86°56'S0"f98.63' 1 Z Rebar Exlsting5'UtilityEasementTo
Pos, tort o g o0 n 95' / -' - - - - - - - _ _ _ - ��---- Remain In Place (Bk. 89 Pg. 569)
-------
Exlstln Ma Nall "�` g0'0�'OaE /� �--- \ k S86°56'50"E302,97'
B B tJ , 5 / 5 Right -Of -Way By
State Plane Coordinates (ba Z / Condemnation Document 5' Utllity Easement By Proposed Drainage L2 --
Easement BySep. Doc. is S86 S650'f 19871'
N:412255.85 ( CIV-89-372II Condemnation _.._
E:618665.96 i Document CiV--89- I72II II I I 5'Ufll5865650'E16793'
Proposed 10' ltyfasement Bk. Pg.569 Cd 3
Electric Line
( Publlc5/dewalkEdsement
Right -of -Way Grant I Ease mant By b 7
(I
Book Sep. Doc, 1 Dedicated Per This Plat l
i Im; 6ti, Right -Of -Way Dedicated
I y0 Per This Plat (0,06Acres) /
Existing 5' Utllity Easement To
�9 oI Remain In Place (8k. 89 Pg. 569) Lot 1
( / Proposed Access II 0 51,949,18Sq. Ft.
( l i Easement BySep. Doc. �T I 1.19 Ac. /
( I Proposed Water line 2815Alma Highway 9&"00"
Easement By Sep. Doc. ,rc1 ay
i Existing Bent 53.pAtiipE� 7'Public Sidewalk Easement'
( a /,pa P� Dedicated Per This Plat
- -( I Set Mag Nail And Washer 5/B' Rebar „y3/
( (I State Plane Coordinates
N.- 412184.50
Er 618982.30
( `o�
( ( 5/8"Rebar ,�,�'Existing 15 �¢dQe
I
I
I I I j Lot 2
Existing
MAG Nall
State Plane Coordinates
N:411840.67
E: 618649.37
Ex/sting
(( 147,153. 66 Sq. Ft. PK Nall �\ �°�
( ( ( 40' OG&EEasement 3.38Ac.
e b I ( ( Bk. 8 Pg, 381 & Sk, 29 Pg. 101 2805Alma Highway Easementposed apes c /
Oil.
ry
Proposed Temporary \
N
I Construction Easement
BySep. Doc. \
IS'AOGEasement \
( I I Bk.41 Pg130
Bk.9 Pg.452 & Pg.455
(--'------ _ -- &Bk,29Pg. 135
-----.----- -------------------
- -i-------------------------------- -----
I ( �
( (I
(( - Set 112"Reber
W/ PS# 1703
-I ( State Plane Coordinates
N.• 411829.99
( ; E.• 618833.31 /PI'
I h
I (S89°58 00''vv 1a4,Lb'
( Existing ' W 182.309
II i 5/8 Rebar
i
LEGEND
-
Ex. Section Line
Ex, Boundary Line
Ex. Adjacent Boundary Line
Ex. Lot Line To Be
------------
Removed Per This Plat
- -
R/w- Right of Way Line
- - - - -
Ex, Easement Line
Proposed Easement
Line BySep. Doc.
Proposed Easement Line
Dedicated Per This Plat
Right -Of -Way To Be
Dedicated Per This Plat
(S89'3043"f297.15)
Record Bearing and Distance
Ex. Rebar/Iron Pipe
•
Ex. Nall
o
Ex. Chiseled Square
•
Ex. Monument
0
Set 1/2"Rebar w/PS# 1703 Cap
O
Set Mag Nail And Washer
Zoning - Thoroughfare Commercial District (C-2)
Building Setbacks
Front Yard Side Yard Rear Yard
(South -Alma Hwy) (East -Alma Boulevard) (North -Vacant Parking Lot)
(West - Vacant Parking Lot)
25' 10, 10,
Developer
Casey'; General Stores
3305 SE Delaware Ave,
Ankeny,1A50021
Contact: Shannon Gerard
Telephone: (525) 381.5732
Email. shannon.gerard@caseys.com
Owner
Rhodes Properties, LC
2073 Corporate Circle
Cape Girardeau, MO 63703
Phone: (573) 339-1300
Email;
Lot L/ne To Se Removed Per This Plat
I
� ati
Existing Lot Line To Be Removed Per Th/sP/at 55�
J
\ / Existing
1/2" Rebar
g3 25'ingress/Egress
Easement
/ Bk.398 Pg.38
En Ineer
Morrison-Ship/eyEng/neers Inc.
2407 SE Cottonwood St., Suite 1
Bentonville, AR 72712
Contact., Wade Powell
Telephone: (479) 452-1933
Email: wpowe/lL<7amorrisonshlpley.com
Set t/2"Rebar
W/PS# 1703
State Plane Coordinates
N.• 412029.51
E: 619098,78
//
Curve Table
Curve#
Length
Radius
Tangent
Chord Bearing
Chord Length
CI
34Z1'
14,00'
38.49'
S16-56'35"E
26.31'
C2
16,35'
16.00'
17.26'
S05'53'41"W
23.47'
Sidewalk Easement
Line #
Hearing
Length
L3
5712150"E
60.53'
LS
S764418"E
39.49'
16
S3027'09"W
6.50'
L7
S5310470"W
3.50'
L8
S75'41'31"W
6.50'
L9
I S5300410"W
65.86'
Right-of-Wa y Dedication
Line #
Bear/ng
Length
U
553'0420"W
7.78'
12
S861S650"E
27.33'
L3
S 72 2150"E
60.53'
14
N5317'11"E
31.64'
Set
112"Reber
/ /
/ /
/ / I
/ /
Inset A
Located At The SW
Of Storm Inlet Box
\ r`
Existing
5/8"Rebar
/
O�
N
40 0 40
6�-`-.�-�
Scale in Feet
REFERENCE DOCUMENTS:
1. Special Warranty Deed.' Clovis Wayne "Toby" Breeden, Trustee of the Clovis
Wayne "Toby"Breeden Living Trust, dated 01/10/2013 Grantees; Document
#2017001350, filed02/10/1017, Crawford County, Arkansas.
2. Warranty Deed: Clovis Wayne "Toby"Breeden, Trustee of the Clovis Wayne
"Toby" Breeden Living Trust, dated 0111012013, Grantees,- Document
#2014009331, filed 1112412014, Crawford County, Arkansas.
3. WarrantyDeed, Clovis Wayne 'Toby" Breeden, Trustee of the Clovis Wayne
"Toby" Breeden Living Trust, dated 0111012013, Grantees; Document
#2016003305, filed 0410612016, Crawford County, Arkansas,
4. SurveypreparedbySatterf/eldLandSurveyorsfor C.V.' Food liner, Inc. filed
�- November 26,1997 with the Crawford County Circuit Clerk, Survey Drawer AA,
PG 104-8,
S. Survey prepared by Rogers and Satterfield forl/mmyTaylor Co. Inc, filed March
28,1972 with the Crawford County Circuit Clerk,
6. Survey prepared by Rogers andSetterfle/dfor Peoples Bank, ftledOctober20,
1971 with the Crawford County Circuit Clerk
7 ALTA/ACSM LTS, prepared byTRI Star Surveying, AR PLS #663, dated 0310211998
and filed as State Document No. 028094, with the Arkansas Division of Land
Surveys also filed with the Crawford County Circuit Clerk, May5,1998, Survey
Drawer AA, PG 155-A.
8. Plat ofHubbsAddition, Lot lAand Lot 18,ReplatofLots IHubbsAddition, Sk,
2010, PG. 10, prepared by Anderson Engineering Inc. AR PLS #1759, filed as state
Document No. 202010014397, with the Arkansas Division of Land Surveys.
9, AtTA/NSPS LTS, prepared by Anderson Engineering Inc. AR PLS#1759, filed as
state Document No. 201911215851, with the Arkansas Division of Land Surveys.
10. State of Arkansas, State High way Commission, Right ofWay Map, Hwy64/71Van
Buren -Alma Road, job No, 4333 Crawford County, AR.
11. Right -Of -Way and Easement Condemnation Document CIV-89-37211, filed October
the I0th,1989.
GENERAL NOTES:
• Basis of Beating: and North, Arkansas State Plane Coordinate System, North Zone
(0301), NAD 83 (1011) (Epoch:2010,0000), based on RT Kinematic GNSS Observations
derived from Lelca Smartnet CDR station ARSM, having published values of- Latitude
N35'21'48.46518",• Longitude W94'22'08,96874"
• Vertical_ Datum: NAVD88 (Geoid 18). Orthometrlc heights and contours are derived from
Terrestrial and RT Kinematic GNSS Observations based on a Smartnet Processed CDR
station solution having an ellipsoid height of; 128.4856 m and computed orthometrlc
height of421,541 feet
• Every recorded document reviewed and considered as a part of this survey Is noted
hereon. Surveyor has not made a thorough Investlgatlon or Independent search for any
easements or other encumbrances or facts that an accurate, complete and current title
search and/or title commitment would disclose. Other documents of record, rights, or
facts, may exist and affect this subject property,
• Last Date ofReldsurvey: Aprll9th,2021.
• All distances shown hereon are Grid distances.
• Property deslgnatlon is Urban Class A.
ADMINISTRATIVEAPPROVAL ORD, #7.2003
Date Of Subdivision Approval
l o-i.L/-aoa
Oate of Administrative Approval
c etaryP1 nningCommiss/on
The Purpose Of This Plat /s To Place On Record Lots 1 And Z Casey!; General Store.
The Rights -Of -Way As Shown On This Plat Are Hereby Dedicated To The City Of Van Buren
i "City) For Public Use. Any Easement Designated As Utllity Easement"Is Dedicated To The City
For The Installation, Operation, And Maintenance Of The City 0wned And Franchised Utilities. The
City And City franchised Utility Companies Shall Have Access Through And Along Designated
Easements For Their Personnel And Equipment At All Times With The Authority To Cut Down And
Keep Trimmed From Dedicated Easements Trees, Hedges, And Shrubs That May Interfere With Or
Endanger Such Utilities. In The Event That Fencing Of Individual Lots Is Desired, Gates That
Provide free Ingress And Egress To, And Within, The Dedication Easement Shall Be Provided, Any
Easement Designated As A Dralnage Easement" Is Dedicated To The City For Installation,
Operation, And Maintenance Of The Drainage Facilities,
FILED
NOV 0 2 N21
D.0 JLft
_TIMEvr�
S CRAWFORD�btrrY y% 1 K
Overall BoundaryDescript/on:
Part of the Northwest Quarter of the Southwest Quarter of5ect/on 20, Township 9 North, Range
31 West, Crawford County, Arkansas, being more particularly described as follows:
Commencing at a found mag nall marking the Northwest corner of the Northwest Quarter of the
Southwest Quarter, thence along the West line of said Forty, South 02' 16' 17" West, 94.51'to
an existing mag nail marking the Point of Beginning; Thence North 64' 25' 04"East, 95.62'to an
existing518" rebar, Thence along the south right-of-way ofA/ma Boulevard, South 87° 54' 36"
East, 261.99'to an existing SIB- rebar; Thence continuing along said right-of-way, South 86' 56'
50" East 401.60'to a set mag nail and washer- Thence along the northerly right-of-way of US
high way 64, South 53'17'12 " West, 210.00'', Thence continuing along saidr/ght-of-way, South
53' 04' 20" West, 516.99'to a set 1/2"rebar and cap stamped with PS No. 1703; Thence leaving
said right-of-way, North 86'40'43" West,184.25'to the west line ofsaid forty, Thence along
said line, North 02' 16' 17" East, 415.46' to the Point of Beginning, containing 4.92 acres more or
less and being subject to any easements or rights of way of record, according to a survey by
Morrison and Shipley Engineers Inc., Project No, CAS-147
Boundary Description Lot 1:
Part of the Northwest Quarter of the Southwest Quarter of Sect/on 20, Township 9 North, Range
31 West, Crawford County, Arkansas, being more particularly described as follows:
Commencing at a found mag nail marking the Northwest corner of the Northwest Quarter of the
Southwest Quarter, thence along the West line of said Forty, South 01' 16' 17" West, 94,51'to
an existing mag nail; Thence North 64.25'04"East, 9561'to an existing 5/8"rebar- Thence
along the south right-of-way of Alma Boulevard, South 87'S4'36"East, 261.99'to an existing
5/8" rebar,' Thence continuing along said right-of-way, South 86°56'50" East 98.63'to a set 1/1"
rebar and cap stamped with PS No, 1703 marking the Point of Beginning,- Thence South 86' 56'
50"East, 302,97'to a set mag nal/ and washer; Thence along the northerly rlght-of-way of US
highway 64, South 53' 17' 11" West, 210.00;• Thence continuing along said right-of-way, South
53' 04' 20" West, 7784' to an existing 112" rebar- Thence continuing along said right-of-way,
South 53. 04' 20" West, 10707' to a set 1/2"rebar and cap stamped with PS No. 1703, Thence
North 36-55'30" West,193.88'to a set 1/2"rebar and cap stamped with PS No. 1703; Thence
North 53-04'10"East, 162.74'to the Point of Beginning, containing 1.24 acres more or less and
being subject to any easements or rights of way of record, according to a survey by Morrison and
Shipley Engineers, Inc., Project No. CAS-147.
Boundary Description Lot 2:
Part of the Northwest Quarter of the Southwest Quarter of Section 10 Township 9 North, Range
31 West, Crawford County, Arkansas, being more particularly described as follows:
Commencing at a found mag nail marking the Northwest corner of the Northwest Quarter of the
Southwest Quarter, thence along the West line of said forty, South 01' 16' 17" West, 94.5l'to
an existing mag nail marking the Point of Beginning, Thence North 64' 25' 04" East, 95.62' to an
existing 518" rebar, Thence along the south right-of-way of Alma Boulevard, South 87' 54' 36"
East, 261.99'to an existing 518" rebar, Thence continuing along said right-of-way, South 86'56'
50"East, 98.63'to a set 1/1'rebar and cap stamped with PS No. 1703', Thence South 53' 04'
20" West 161.74' to a set 1/1" rebar and cap stamped with PS No. 1703, Thence South 36' 55'
30" East 193.88' to a set 112" rebar and cap stamped with PS No. 1703; Thence along the
northerly right-of-way of US highway 64, South 53' 04' 20" West 332.08'; Thence leaving said
right-of-way, North 86'40'43" West,184.25'to the west line of said forty; Thence along said
line, North 01' 16' 17" East, 415.46' to the Point of Beginning, containing 3.68 acres more or less
and being subject to any easements or rights of way of record, according to a survey by Morrison
and ShipleyEnglneers Inc., Project No. CAS-147
ALLOTTER;
Date Of Execution: //b 2-0 t'
Signed
Clovis Wayne "Toby' danLiving Trust
ACKNOWLEDGEMENT:
State of Arkansas )
SJ-I haV� 1 SS
County of )
Swom And S d e e Th ,Day
Notary Public:
My Commission Expires:
APPROVAL OF WATER & SE R SYSTEM CERTIFICATION OF
POSTED BOND t
Water& Sewer Superintend t
FILED FOR RECORD cf `'
This r� DayOf�, 20,J. At _l0'Clock
G. ,,�y(�y�)OrculttC/erkAndfEx-OdoReco�rdder.
By: SLR -Q= _ y)-t
SHARON BLOUNT-BAKER, CRAWFORD 00. CIRCUIT CLERK
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Date: October 20, 2021