HomeMy WebLinkAboutS-1925 MapVICINITY MAP
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INSTRUMENT ET MAG
No,2010043503 NAIL LOT 2
PART OF
W1/2 SW1/41 &
FOUND 1/2' PART OF
ca REBAR W1/2 NW1/4
N47015'34"E o 3.61 ACRESI
48.93'
s f'A n
F❑UND 1/2' 9in0C�
REBAR
LOT 1
PART OF
LEGEND
POWER POLE c
R
LIGHT POLE +
o T
SIGN 4
WATER VALVE A
WATER METER
SANITARY SEWER MAN —HOLE —
FOUND 1/2"
STORM DRAIN MAN —HOLE -
-� REBAR
TELEPHONE PEDESTAL
FIRE HYDRANT c
GAS METER
10, UTILITY EASEMENT
DROP INLET GRATE
HANDICAP PARKING
IRRIGATION CONTROL VALVE—"
BASIS
OF
BEARING:
r'o
CON(. BOLLARD
Q
NAD-83 GRID NORTHPOINTS-
COMPUTED
FOUND
f�. ARSP NORTH ZONE.
GUY WIRE ANCHOR
REBAR
CONCRETE CONC.
° 35 °°'
POINT OF BEGINNING —P.O.B.
IN FEET
ELEVATION ELEV.
I"=
SCALE: 70�FT.
ACE GENERAL
CONTRACTORS INC.
NOTES
PARCEL #45L0550003
SURVEY BEARINGS ARE BASED ON GRID NORTH AR STATE PLANE
NORTH ZONE AS DETERMINED BY GPS
THE BEARINGS SHOWN ON THIS PLAT ARE ASSUMED AND ARE TO
BE USED TO DEFINE THE GENERAL DIRECTION AND TRUE ANGLES AT
C4
INTERSECTION OF PROPERTY AND LAND LINES.
TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS,
SUBDIVISION RESTRICTIONS, AND PLANNING AND ZONING
REGULATIONS OF RECORD,
p
IF ANY, AND IS SUBJECT TO SUCH FACTS AS AN ACCURATE AND
CO
CURRENT TITLE SEARCH MAY DISCLOSE.
d
cLn W1/2 SW1/4, MR THIS PROPERTY IS LOCATED IN ZONING CLASSIFICATION R2 PCD.
W
14 00 NO STATEMENT IS MADE AS TO THE EXISTENCE OR LOCATION, PART OF SET MAG
EXCEPT WHERE SHOWN OF ANY PROPERTY CORNER MONUMENTS. C\2 W1/2 NW1/4 NAIL :�
w 3.39 ACRESt 25' DRAINAGE AND NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS.
_co ACCESS EASEMENT CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL MEASUREMENTS
~ SECTION 31-176 PRIOR TO BEGINNING CONSTRUCTION. (IF APPLICABLE).
� N59'12'52"E SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE
o
71.12 OF SURVEYOR IN RED PRESENT ON IT.
N84°28'00"E � GRID N415455.861
SET 1/2" 175.85' GRID
A ITUDE,234 38459.095' UTILITIES NOT FIELD VERIFIED. NO OTHER STATEMENT IS MADE AS
UNIVERSITY OF N56.24'04"E ZV REBAR ONGITUDE,-92'25'52.099' TO UTILITY EXISTENCE OR LOCATION.
ARKANSAS I N75'25'29"E 102.80' N89, 5T46"E " I CERTIFY THAT THE ABOVE DESCRIBED PROPERTY HAS BEEN
S82'27'08'E 157.20' SET 1/2
82.86' SURVEYED, THERE ARE NO GAPS OR GORES IN CONNECTION WITH
PARCEL #45L0550003302 I 4822' _ REBAR THE SUBJECT PROPERTY, CORNER MONUMENTS HAVE BEEN
' ' ESTABLISHED IN ACCORDANCE WITH EXISTING MONUMENTATION IN
FI,QO®PLN THE AREA AND IMPROVEMENTS IF ANY ARE AS SHOWN HEREON.
P.O.B.
TRACT 1 I P,❑,B, DECLARATION IS MADE TO ORIGINAL PURCHASER OF THE SURVEY. IT
S NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR
SET 1/2' TRACT 2 & SUBSEQUENT OWNERS.
REBAR / / 20' UTILITY AND FOR THE USE AND BENIFIT OF:
GRID W115363.397 ACCESS EASEMENT PBC PROPERTIES, LLC AND THE MUSTARD SEED, LLC
GRID E4182001.469 SET 1/2" REBAR
LATITUDE, 34.38'58.152 *COPYRIGHT 2021 ARKANSAS SURVEYING AND CONSULTING, INC.
LONGITUDD-92'25'59.863' ALL RIGHTS RESERVED. THIS DOCUMENT CANNOT BE REPRODUCED
" / FIRM MAP 05119CO443G AND OR ALTERED IN ANY WAY WITHOUT THE WRITTEN
S53029 01 E TRANSMISSION AUTHORIZATION OF ARKANSAS SURVEYING AND CONSULTING, INC.
54.88' -� I / PDWERL LINE / 303,0' CONTOUR LINE
SET 1/2" STRUCTURE /
MABELVALE-ALEXANDER REBAR MEND
SEWER IMPROVEMENT I / EASE 101 /
DISTRICT N0,142
INSTRUMENT N❑,81-29937 i -3 $\C+ PCD U�ASK1 �G 15 T E�� CERTIFICATE OF SURVEYING ACCURACY
� d
DRDS 13F RKANAS — — - STATE
OF I, Marion Scott Foster , hereby certify that this plat correctly
co A o RE NO.1467 / TRANSMISSION ro a represents a boundary survey made or verified by me, all monuments
TRANSMISSION
LINE :u y required actually exist and are correctly shown hereon and that all
Ln
STRUCTURE s1 st6NATUR6 ry surveying requirements of the Little Rock Subdivision Rules and
/ O C''�� � .p 12—s.4-21 S
I Fo 44 Regulations have been complied with.
D'f sco
Z OPAL LA�� 12-14-2021
/ Date of Execution Marion Scott Foster P.S.
C.71 Professional Surveyor 1467
-- I LOT 3
OF AU
RE Tko CERTIFICATE OF FINAL APPROVAL
PART OF
ti r W q���GP ARKANSAS o Pursuant to the Little Rock Subdivision Rules and Regulations, and all
UNIVERSITY OF I W1 /2 SW1 /4 AND � � V SURVEYING AND � of the conditions of approval having been completed, this document is
"14 ' cc CONSULTING hereby accepted. This certificate is hereby executed under the
PARCEL #45L055000330I2 / �' INC. authoryty of said rules and regu+a or
PART OF W1/2 N W 1 /4 CO NO. 1462 ,
-- / , Date of Ex� (Si ne )
/ SECTION 8 / SAS-SUR`rg
�4L. R. Planning Commission
12.54 ACRES#
LO
Cc
Cc
o /' ~ / CERTIFICATE OF OWNER
O /
rD / We, the undersigned, owners of the real estate shown and described
/ herein, do hereby certify that we have laid off, platted and
o subdivided, and do hereby lay off, plat and subdivide said real estate
in accordance with this plat.
DRAINAGE EASEMENT
/INSTRUMENT N❑,2005084083
MOUNTAIN Date of Execution Name
INVESTMENTS, LLC 5I55- gJei)\ CC F6-21az
PARCEL #45LO550003900 Address
Source of Title: D.R. Page 2021 Instrument No. 073913
2022p04392
p1-i8_p02212:2o'.12 PM
1i 1111111111111111,111,1111,1�1OBF9 RE��RpED.
1,11 11in95WO�h CircuiVGounty C1erK
aESENTeo` /
cords01iEE CERTIFICATE OF RECORDING FOUND 1/2"lo Cffcal ReR$1500
REBAR P00asKl�O 9-V This document, number filed for record
N86°41'54"W 416.92' (M) „�g� �I�22 AND 20
P ❑ B S89°58'21 "W 416,37' (D) FOUND ! N86o44'31;'W 224.83' (M) �S l �� / inPlatBook / / /
TRACT 3 1/2 REBAR S88 3813 W 225.00 (D)
� a FOUND 1/2" 1/2'REBAR
REBAR W/CAP#12
M o UNIV6 CSERSITY OF (Name)
ARKANSAS UNIVERSITY OF Clerk
ARKANSAS\ �9Y\ /,1.,,,J/
U' PARCEL #45L05501600200 I'o
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� � PARCEL #451-0550004003 I
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PROPERTY DESCRIPTI❑N FROM SURVEY1
9., NTY P O
r PART OF THE WEST HALF OF THE SOUTHWEST QUARTER AND PART OF WEST HALF OF THE NORTHWEST QUARTER ALL IN SECTION 8, TOWNSHIP 01 SOUTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS,
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE SOUTHWEST CORNER OF THE SAID SOUTHWEST QUARTER) THENCE NORTH 02 DEGREES 38 MINUTES 47 SECONDS EAST 1520,26
FEET TO A FOUND ONE HALF INCH REBAR; THENCE NORTH 58 DEGREES 01 MINUTES 20 SECONDS EAST 22.25 FEET TO A FOUND ONE HALF INCH REBAR; THENCE NORTH 02 DEGREES 13 MINUTES 45
SECONDS EAST 599.39 FEET TO A FOUND ONE HALF INCH REBAR AND THE POINT OF BEGINNING; THENCE NORTH 02 DEGREES 11 MINUTES 35 SECONDS EAST 1068,54 FEET TO A FOUND ONE HALF INCH
REBAR ON THE SOUTHERN RIGHT OF WAY OF ARKANSAS HIGHWAY NUMBER 5 (STAGECOACH ROAD); THENCE ALONG THE SAID RIGHT OF WAY THE FOLLOWING FOUR (4) COURSES AND DISTANCES; THENCE
NORTH 49 DEGREES 1 MINUTE 20 SECONDS EAST 194.36 FEET TO A FOUND ONE HALF INCH REBAR; THENCE 47 DEGREES 15 MINUTES 34 SECONDS EAST 48.93 FEET TO A FOUND ONE HALF INCH REBAR;
THENCE NORTH 54 DEGREES 33 MINUTES 06 SECONDS EAST 146.13 FEET TO A FOUND ONE HALF INCH REBAR; THENCE NORTH 59 DEGREES 21 MINUTES 00 SECONDS EAST 308.97 FEET TO A FOUND ONE
HALF INCH REBAR; THENCE DEPARTING SAID RIGHT OF WAY SOUTH 25 DEGREES 37 MINUTES 31 SECONDS EAST 203.12 FEET TO A FOUND ONE HALF INCH REBAR; THENCE SOUTH 02 DEGREES 24 MINUTES
08 SECONDS WEST 1325,50 FEET TO A FOUND ONE HALF INCH REBAR; THENCE NORTH 86 DEGREES 44 MINUTES 31 SECONDS WEST 224.83 FEET TO A FOUND ONE HALF INCH REBAR; THENCE NORTH 86
FOUND DEGREES 41 MINUTES 54 SECONDS WEST 416,92 FEET TO THE POINT OF BEGINNING, CONTAINING 850,894 SQUARE FEET OR 19,53 ACRES MORE OR LESS.
1/2'
REBAR 20' UTILITY AND ACCESS EASEMENT DESCRIPTION FROM SURVEY1
PART OF THE WEST HALF OF THE SOUTHWEST QUARTER AND PART OF WEST HALF OF THE SAID NORTHWEST QUARTER ALL IN SECTION 8, TOWNSHIP 01 SOUTH, RANGE 13 WEST, PULASKI COUNTY,
ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER; THENCE NORTH 02 DEGREES 38 MINUTES 47 SECONDS EAST
1520.26 FEET TO A FOUND ONE HALF INCH REBAR; THENCE NORTH 58 DEGREES 01 MINUTE 20 SECONDS EAST 22,25 FEET TO A FOUND ONE HALF INCH REBAR; THENCE NORTH 02 DEGREES 13 MINUTES 45
THENCE SOUTH 53
FOUND
N58°01'20"E 22.25' (M) SECONDS
TESS01 SECONDSEET EAST054.880UND FEET TO AONEALF SETINCH ONE HABLF�INCHNR CE BAR;RTHEETH S❑ THS82 DEGR ES 27 MINUUTES NDS 08SSECONDS EAST 622 FEET807.29 FEET TO A SETONE TO AALF SETINCH ONE HABFR�INCH R BARj THENCE DNORTHS75
1/2' N67038'54"E 19.79'(D) DEGREES 25 MINUTES 29 SECONDS EAST 82.86 FEET TO A SET ONE HALF INCH REBAR] THENCE NORTH 56 DEGREES 24 MINUTES 04 SECONDS EAST 102,80 FEET TO A SET ONE HALF INCH REBAR; THENCE
REBAR NORTH 89 DEGREES 57 MINUTES 46 SECONDS EAST 157.20 FEET TO A SET ONE HALF INCH REBAR AND THE P❑INT OF BEGINNING OF THE CENTERLINE OF A 20 FOOT EASEMENT; THENCE ALONG THE SAID
CENTERLINE FOR THE FOLLOWING TWO (2) COURSES AND DISTANCES; THENCE NORTH 03 DEGREES 10 MINUTES 57 SECONDS EAST 188,28 FEET TO A SET MAG NAIL] THENCE NORTH 32 DEGREES 49
MINUTES 53 SECONDS WEST 292,66 FEET TO A SET MAG NAIL ON THE SOUTHERN RIGHT OF WAY LINE OF ARKANSAS HIGHWAY NO 5 (STAGECOACH ROAD) AND THE POINT OF TERMINATION OF THE SAID 20
FOOT EASEMENT] SAID EASEMENT LYING 10 FEET EITHER SIDE OF THE ABOVE DESCRIBED CENTERLINE, CONTAINING 9,816 SQUARE FEET OR 0,23 ACRES MORE OR LESS.
FINAL PLAT OF
LOTS 1, 2 & 3 �s
CERTIFICATE OF FLOOD NOTE: MUSTARD SEED ADDITION
By graphic plotting only, parts of this property are in Zone "I of the flood
A insurance rate Map, Community Panel No. 05119C 0443G which bears an
ec d, effective date of JULY 6, 2015 and is in a Special Flood Hazard Area. No O F THE W1/2 O F THE W1/2
o 46
field surveying was performed to determine this zone and an elevation
W CQ certificate may be needed verify this determination or apply for a variance
P,❑,C, OF SECTION 8 T� 1� N R� 13� W,
from the Federal Emergency
Management Agency.
coo TRACTS 1-3 PULASKI COUNTY, ARKANSAS
& 20' EASEMENT
.� SW CORNER REVISED: 12-14-21
z z W1/2 SW1/4
SECTION 8 DATE: 10-13-21 ARKANSAS SURVEYING & CONSULTING THE MUSTARD SEED, LLC & PBC PROPERTIES, LLC,
AS SHOWN ON
SURVEY BY SCALE: 1 = 70 _-__-- - ____-- -_-- -
._ -
. > 9 26 SALEM ROAD. 11419/11421 STAGECOACH RD
MCGETRICK & DRAWN BY: MSF/SAF - ° .BENTON, ARKANSAS 72019. - -- ---
MCGETRICK DATED CHECKED BY: MSF W MALVERN, ARKANSAS, 72104W W TELE. OFFICE (501) 794-4500! LITTLE AR
8-20-2000 . TELE. OFFICE (501) 304-2723 W W HOLLY GROVE ARKANSAS, 72069 • ----ROCK,- � —
ME �SJ31�9C�IN�Illl�8�l V WEB SITE: a.scsurveyors. corn V TELE OFFICE (501) 690-10466 � I L NTAL 1P LA r�L
Asc-server work;ag data\Land Projects 2004\01S_13W SEC8 COUNTY INE BUS CENTER.dwg