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� -.--.AGEE LANE --- - - - - EXISTING .
_ G 62 INGRESS AND EGRESS EASEME
, .-,.:...p _ N53°31'461
AGEE LANE IS AN EXISTING 62'
WIDE EASEMENT AND NOT PART OF _
WTHE PROPERTY BEING SUBDIVIDED P.O.B. BRUNSON N47047'50"W
LOT 1 S88005 48 48' °
ca
PPART OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 2 TOWNSHIP 1 NORTH RANGE 14 WEST PULASKI COUNTY,
ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT A FOUND ONE HALF INCH REBAR BEING USED FOR THE
NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE NORTH 88 DEGREES 05 MINUTES 32 SECONDS
WEST 713.41 ALONG THE NORTH UNE OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER TO A POINT IN THE CENTERUNE OF A
GRAVEL ROAD AND THE POINT OF BEGINNING; THENCE ALONG THE SAID CENTERUNE THE FOLLOWING TEN (10) COURSES AND DISTANCES;
THENCE SOUTH 53 DEGREES 31 MINUTES 46 SECONDS EAST 41.03 FEET, THENCE SOUTH 47 DEGREES 47 MINUTES 50 SECONDS EAST 48.48
FEET TO A POINT; THENCE SOUTH 44 DEGREES 41 MINUTES 01 SECONDS EAST 49.11 FEET TO A POINT; THENCE SOUTH 39 DEGREES 11
MINUTES 26 SECONDS EAST 50.69 FEET TO A POINT; THENCE SOUTH 32 DEGREES 50 MINUTES 06 SECONDS EAST 50.19 FEET TO A POINT;
THENCE SOUTH 26 DEGREES 22 MINUTES 59 SECONDS EAST 49.92 FEET TO A POINT; THENCE SOUTH 16 DEGREES 20 MINUTES 15 SECONDS
EAST 114.16 FEET TO A POINT, THENCE SOUTH 01 DEGREES 35 MINUTES 20 SECONDS WEST 59.57 FEET TO A POINT; THENCE SOUTH 13
DEGREES 47 MINUTES 08 SECONDS WEST 71.41 FEET TO A POINT; THENCE SOUTH 19 DEGREES 50 MINUTES 59 SECONDS WEST 25.73 FEET
TO A POINT; THENCE DEPARTING SAID CENTERLINE SOUTH 76 DEGREES 24 MINUTES 08 SECONDS WEST 340.80 FEET TO A POINT; THENCE
NORTH 10 DEGREES 15 MINUETS 01 SECONDS EAST 834.13 FEET TO A POINT ON THE SAID NORTH LINE; THENCE SOUTH 88 DEGREES 05
MINUTES 32 SECONDS EAST 40.03 FEET TO THE POINT OF BEGINNING CONTAINING 3.00 ACRES MORE OR LESS.
FUTURE TRACT 2:
PART OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 2 TOWNSHIP 1 NORTH RANGE 14 WEST PULASKI COUNTY,
ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT A FOUND ONE HALF INCH REBAR BEING USED FOR THE
NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 03 DEGREES 07 MINUTES 59 SECONDS
WEST 921.29 FEET TO THE POINT OF BEGINNING; THENCE NORTH 89 DEGREES 36 MINUTES 24 SECONDS WEST 467.60 FEET TO A POINT;
THENCE NORTH 86 DEGREES 33 MINUTES 57 SECONDS WEST 786.90 FEET TO A POINT ON THE CAST RIGHT OF WAY LINE OF STEWART ROAD
THENCE NORTH 12 DEGREES 43 MINUTES 47 SECONDS EAST 25.33 FEET ALONG THE SAID EAST RIGHT OF WAY LINE TO A POINT; THENCE
SOUTH 86 DEGREES 33 MINUTES 47 SECONDS EAST 393.12 FEET TO A POINT; THENCE NORTH 10 DEGREES 15 MINUTES 01 SECONDS EAST
262.85 FEET TO A POINT; THENCE NORTH 76 DEGREES 24 MINUTES 08 SECONDS EAST 340.80 CEET TO A POINT IN THE CENTERLINE OF A
GRAVEL ROAD; THENCE SOUTH 50 DEGREES 42 MINUTES 51 SECONDS EAST 616.35 FEET TO THE POINT OF BEGINNING CONTAINING 5.07
ACRES MORE OR LESS.
FUTURE TRACT 3:
PART OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 2 TOWNSHIP 1 NORTH RANGE 14 WEST PULASKI COUNTY,
ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT A FOUND ONE HALF INCH REBAR BEING USED FOR THE
NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 03 DEGREES 07 MINUTES 59 SECONDS
WEST 294.07 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 03 DEGREES 07 MINUTES 59 SECONDS WEST 627.22 FEET TO A
POINT; THENCE NORTH 50 DEGREES 42 MINUTES 51 SECONDS WEST 616.35 FEET TO A POINT IN THE CENTERUNE OF A GRAVEL ROAD;
THENCE ALONG THE SAID CENTERUNE THE FOLLOWING THREE (3) COURSES AND DISTANCES; THENCE NORTH 19 DEGREES 50 MINUTES 59
SECONDS EAST 25.73 FEET TO A POINT; THENCE NORTH 13 DEGREES 47 MINUTES 08 SECONDS EAST 71.41 FEET TO A POINT; THENCE
NORTH 01 DEGREES 35 MINUTES 20 SECONDS EAST 59.57 FEET TO A POINT; THENCE DEPARTING SAID CENTERLINE NORTH 88 DEGREES 46
MINUTES 45 SECONDS EAST 480.06 FEET TO THE POINT OF BEGINNING CONTAINING 3.99 ACRES MORE OR LESS.
PART OF .THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 2 TOWNSHIP 1 NORTH RANGE 14 WEST PULASKI COUNTY,
ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT A FOUND ONE HALF INCH REBAR BEING USED FOR THE
NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE NORTH 88 DEGREES 05 MINUTES 32 SECONDS
WEST 713.41 ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER TO A POINT IN THE CENTERLINE OF A
GRAVEL ROAD AND THE POINT OF BEGINNING OF THE SAID FIFTY (50) FOOT WIDE INGRESS, EGRESS AND UTIUTY EASEMENT THE CENTERLINE
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS;THENCE ALONG THE SAID CENTERLINE THE FOLLOWING TEN (10) COURSES AND
DISTANCES; THENCE SOUTH 53 DEGREES 31 MINUTES 46 SECONDS EAST 41.03 FEET; THENCE SOUTH 47 DEGREES 47 MINUTES 50 SECONDS
EAST 48.48 FEET TO A POINT; THENCE SOUTH 44 DEGREES 41 MINUTES 01 SECONDS EAST 49.11 FEET TO A POINT; THENCE SOUTH 39
DEGREES 11 MINUTES 26 SECONDS EAST 50.69 FEET TO A POINT; THENCE SOUTH 32 DEGREES 50 MINUTES 06 SECONDS EAST 50.19 FEET
T POINT, • THENCE SOUTH 26 DEGREES 22 MINUTES 59 SECONDS EAST 49.92 FEET TO A POINT-, THENCE SOUTH 16 DEGREES 20 MINUTES
TOE
15 SECONDS EAST 114.16 FEET TO A POINT; THENCE SOUTH 01 DEGREES 35 MINUTES 20 SECONDS WEST 59.57 FEET TO A POINT; THENCE
SOUTH 13 DEGREES 47 MINUTES 08 SECONDS WEST 71.41 FEET TO A POINT, THENCE SOUTH 19 DEGREES 50 MINUTES 59 SECONDS WEST
25.73 FEET TO THE TERMINATION OF THE SAID CENTERLINE AND THE TERMINATION OF THE SAID FIFTY (50) FOOT WIDE INGRESS, EGRESS
AND UTILITY EASEMENT.
N44 4101 "W
40.03' / 49.11'
GRID N:152880.376
GRID E:1170930.384 j
LATITUDE: 34°45'08.714"
LONGITUDE:-92°28'14.511"j
50' INGRESS, EGRESS
AND UTILITY EASEMENT-
AS RECORDED ON PLAT OF
SWEDE ADDITION
LOT 1
PART OF
' NW1 /4-SE1 /4
3.00 ACRES#
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N39011'261
50.69'
N32°50'06'W
50.19'
901°35'2(
59.57'
S13°47'01
71.41'
25.73'
N26°22'591
49.92'
25' BUILD,
- LINE
N16020'151
114.16'
S88005'32"E 713.41'
S88°46'45"W 480.06'
FOUND 1/2" REBAR
NE CORNER
NW1/4 SE1/4
- SECTION 2
T-1-N R-14-W
P.O.B.
62'X300' EASEMENT
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P.O.B. FUTURE
TRACT 3
i
FUTURE TRACT 3
PART OF
NW1 /4=SE1 /4
3.99 ACRES±
O FUTURE TRACT 2
i
PART OF
N' N W 7 /4=S E I /A
12°43'47"E
25.33' S86° 5.07 ACRES •:� Q- - ---_ - 3347"E 393.12
NOTES
SURVEY BEARINGS ARE BASED ON GRID NORTH AR STATE PLANE NORTH ZONE DETERMINE BY GPS
THE BEARINGS SHOWN ON THIS PLAT ARE ASSUMED AND ARE TO BE USED TO DEFINE THE GENERAL DIRECTION AND TRUE ANGLES AT
INTERSECTION OF PROPERTY AND LAND LINES.
TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS, AND PLANNING AND ZONING REGULATIONS OF
RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
GRID N:152318.21E
GRID E:1170828.722
LATITUDE: 34°45'03.149'
LONGITUDE:-92°28'15.697'
p
- 1
EXI:
10 ' DWELLING
1
NO STATEMENT IS MADE AS TO THE EXISTENCE OR LOCATION, EXCEPT WHERE SHOWN OF ANY PROPERTY CORNER MONUMENTS.
GPOFAUTkO
NOTES
NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS.ARKS
NSAS
(1)
ELECTRIC SERVICE: ENTERGY ARKANSAS
CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL MEASUREMENTS PRIOR TO BEGINNING CONSTRUCTION. (IF APPLICABLE).
V SURVEYING AND
CONSULTING
(2)
TELEPHONE SERVICE: AT&T INC.
SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF SURVEYOR IN RED PRESENT ON IT.
INC.
�0 T S T,6P
(3)
GAS SERVICE: CENTER POINT ENERGY
NO. 1462
STATE OF d
(4)
SEWER SERVICE: NONE (PRIVATE SEPTIC SYSTEM)
UTILITIES NOT FIELD VERIFIED. NO OTHER STATEMENT IS MADE AS TO UTILITY EXISTENCE OR LOCATION.
CERTIFY THAT THE ABOVE DESCRIBED PROPERTY HAS BEEN SURVEYED, CORNER MONUMENTS HAVE BEEN ESTABLISHED IN ACCORDANCE WITH
NO. 140
(5)
WATER SERVICE: CENTRAL ARKANSAS WATER.
1
-�
EXISTING MONUMENTATION IN THE AREA AND IMPROVEMENTS IF ANY ARE AS SHOWN HEREON.
(6)
BUILDING SETBACK LINES SHALL BE 25 FEET
'A
UNLESS OTHERWISE SHOWN.
DECLARATION IS MADE TO ORIGINAL PURCHASER OF THE SURVEY. IT IS NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT
�� q�i 3.13 4
��O
(7)
!^' 5/8" REBAR SET AT ALL LOT CORNERS
OWNERS.
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UNLESS OTHERWISE SHOWN.
0 COPYRIGHT 2013 ARKANSAS SURVEYING AND CONSULTING, INC. ALL RIGHT RESERVED. THIS DOCUMENT CANNOT BE REPRODUCED WITHOUT
NAL LIL
THE WRITTEN AUTHORIZATION OF ARKANSAS SURVEYING AND CONSULTING, INC.
SERVEMd'ILand Project 2004\01N_14W AGEE LANE SWEDE\(dwg1BRUNSON SPLRE2.dwg
t1 \
P.O.B. FUTURE \ I
- TRACT 2 4�
N89°36'24"W 467.60'
I
CERTIFICATE OF FLOOD NOTE:
BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "C" OF
THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.
050179 0236C WHICH IS NOT A PRINTED PANEL IT IS NOT IN A
SPECIAL FLOOD HAZARD AREA. NO FIELD SURVEYING WAS
PERFORMED TO DETERMINE THIS ZONE AND AN ELEVATION
CERTIFICATE MAY BE NEEDED TO VERIFY THIS DETERMINATION OR
APPLY FOR A VARIANCE FROM THE FEDERAL EMERGENCY
REVISED 5-14-2013 MANAGEMENT AGENCY.
BASIS OF BEARINC
NAD-83 GRID NORTH
ARSP NORTH ZONE.
J 30W, 120'
IN FEET )
SCALE: 1'= 60FT.
SITE LOCATION MAP (NO SCALE)_
CERTIFICATE OF OWNER:
WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE, SHOWN AND DESCRIBED
HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED, AND SUBDIVIDED,
AND DO HEREBY LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE
WITH T IS PAT.
Zo/3
DAT OF XECUTION
GAYLON BRUNSON
17901 AGEE LANE
LITTLE ROCK, AR 72223.
INSTRUMENT NO
CERTIFICATE OF FINAL APPROVAL:
PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF
THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY
ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
13_ E
DATE OF EXECUTION LITTLE TICK PLANNING COMMISSION
CERTIFICATE OF SURVEY!
I, MARION SCOTT FOSTER, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS
A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED
ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING
REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN
COMPLIED WITH.
DATE OF EXECUTION MARION SCOTT FOSTER
PROFESSIONAL SURVEYOR
NO. 1467, ARKANSAS
r R11FICAIE OF FINAL APPROVAL:
PURSUANT OF THE PULASKI COUNTY SUBDIVISION RULES AND REGULATIONS, THIS DOCUMENT WAS
GIVEN APPROVAL BY THE PULASKI COUNTY PLANNING BOARD AT A MEETING
HELD___ 2011. ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN
THE AUTHORITY OF SAID RULES AND REGULATIONS.
�, -6 - 2-61 _� � {s van IV-L<1ee�jcn
DATE OF EXECUTION JI
E E(SIGNATURE)
TOR PULASKI COUNTY
PLANNING AND DEVELOPMENT 2013049045 Received:7t312013 10:33:36 AM
Recorded: 07!0312013 10:37:20 AM Filed S:
Recorded in Official Records of Larry Crane,
PULASKI COUNTY CIRCUITtCOUNTY CLERK
FILED FOR RECORDfees $15.00
_____________,
i�sJ3�_u�3o4�ic�y4
Ft Cult
FINAL PLAT LOT
BRUNSON ADDITION
P
BEING A PART OF
SECTION 2 T-1-N R=14=W -�
Te
PULASKI COUNTY, ARKANSAS mx
CERTIFICATE OF RECORDING:
THIS DOCUMENT, NUMBER --__-_-
2011_ IN PLAT BOOK ---
DATE: 04-02-2013 ARKANSAS SURVEYING & CONSULTING
SCALE: 1 "= 60'
V 19Z6 SALEM F20A[:Do/
DRAWN BY: MSF/KST 4&&SC EV BENTON, ARKANSAS 72019■
CHECKED BY: MSF V TEL-E _ ( S01 3 794-4500 •
0 V FAX_ 4C5011) 794-450_L
FILE NAME: BRUNSON SPIN2 f MALVERN AR OFFICE 304-2723 r i E-MAIL:survey-man-jr@hotmail.com;
BRUNSON PROPERTY
A.C�14 T; I IF, I_.AN1E]
F1 I l�T A I_, F" I -,A 7
500-01N-14W-0-02-240-60-1467