HomeMy WebLinkAboutS-1321-A Map 1CERTIFICATE OF SURVEYING ACCURACY
JASON H. GRAYHAM 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 Sub ivi ' n Rules and
Regulations have been complied
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D;tJ of Execution J on . Grayhom
Professional Land Surveyor
No. 1667
Arkansas
CERTIFICATE OF ENGINEERING ACCURACY
1, BRADLEY A. PETERSON , hereby certify that this
plat correctly represents a plan made by me, and that
the engineering requirements of the Little Rock Subdivision
Rules and Regulations have been complied with.
V/ J d OL
Date of Execution 6ra7eW. Peterson
RegTgtered Professional
Engineer No. 13217
Arkansas
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 accordarce with
this �plat. �P
Date of xecution Name C An /a�NgS
/L C4 L7on-t 9= FL Rd
Address `r` ,72 t?acl! 449 71-2-7-3
e
CERTIFICATE OF RECORDING
coo LEGEND (EXISTING SYMBOLS)
S LINEWORK
0 FOUND IRON PIN EASEMENT
• SET IRON PIN
SECTION LINE
PROPERTY LINE
Source of Title: DOC #:2022010189
DOC #:2013067675 LOT 1R DESCRIPTION
g'CATE OF
��• �� .........�d'�,,, ARKANSAS CERTIFICATE OF FINAL APPROVAL LOT 1, BRIDEWELL ADDITION TO THE CITY OF LITTLE ROCK AND PART OF THE NE1/4, NE1/4, OF SECTION 9, T-1-N, R-13-W, CITY
nIK 11 na . * * Pursuant to the Little Rock Subdivision Rules and OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
icif 7 Regulations, and all of the conditions of approval having
RE EKED
been completed, this document is hereby accepted. BEGINNING AT THE SE CORNER OF LOT 1, BRIDEWELL ADDITION TO THE CITY OF LITTLE ROCK; THENCE N 87°15'51"W A DISTANCE
10 AL This certificate is hereby executed under the authority OF 225.03 FEET; THENCE S 01059'37"W A DISTANCE OF 29,81 FEET; THENCE N 87°53'01"W A DISTANCE OF 64.26 FEET; THENCE N
of said rules and regulations.
R 01°59'37" E A DISTANCE OF 275.44 FEET TO A POINT ON THE SOUTH RIGHT OF WAY OF KANIS ROAD; THENCE ALONG SAID RIGHT
%�{O.,tL GRP ,• of ��� * * *
OF WAY ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 489.84 FEET AND A CHORD BEARING AND DISTANCE OF S 64056'21"
No. 13217�c�0� %�'T.E, 69.85 FEET; THENCE S 01°59'37" W A DISTANCE OF 5.87 FEET; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF
�F1' A pEDate of Execution L.A.lanning -_ � __ -- � 536.58 FEET AND A CHORD BEARING AND DISTANCE OF S 78013'53" E, 115.14 FEET;THENCE S 87°15'15" E A DISTANCE OF 111.65
Commission FEET; THENCE LEAVING SAID RIGHT OF WAY S 02001'19" W A DISTANCE OF 194.42 FEET TO THE POINT OF BEGINNING, CONTAINING
1.408 ACRES MORE OR LESS.
i p al,ARICi0E CR l O-'`---�. i� �r.1-,'. G w ZI �-
' cRlgwaoD oh U -- OR CLOS 66EDS 0000 t � al EMERALD XIDR6p�5 y2 c
R 9 3S U LL ¢ �o
N' DR w O m o [ w A a Wjy �P�fCLINT CT�
81RCRWOOD DR "-' __ ---�': e'" cam.. o wIDG P}L,,:
:I BURRWOOD;f'DA ,n /"'\ WEDOEWOOD RD - CYNT IR a n
GENERAL NOTES:
1. 1/2 REBAR SET AT ALL CORNERS UNLESS OTHERWISE NOTED.
2. ERROR OF CLOSURE EXCEEDS 1:30,000.
S_E1/4, SE1/4, SEC. 4, T-1-N, R-13-W
NE1/4, NEl/4, SEC. 9, T-1-N, R-13-W
NE1/4, NE1/4
SEC, 9
T-1-N
R-13-W
N:149126.48
E:1193309.72
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00
kgNIS R
N:149401.76o�O
93331199.30
s" ?r N: 149372.18
E:1193382.57
- -S 1" 5W 39" W 5.87'
MI
N:1493f6.31
IE:1193382.37
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40.
CROSS Al
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ERIC
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5� SHACKLEFORD W L D
�AF4y
oq THIS SITE i
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CREEK OR
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VICINTY MAP N T.S.
R3 E 115 k
IN 149342,81 s e70
NE1/4, NE1/4 I I LOT 1
BRIDEWELL
SEC. 9 I ADDITION
T-1-N
R-13-W
10' SANITARY SEWER EASEMENT
N:149153.
E:1193374.!
3
N 87" 53' 10" W 64.26' y
14:1491 A.11
E:1193373.94
25' BLDG SETBACK
N 87° 15' 51" W 225.03'
N:149337.47
E:1193606.61
a
N:149143.16
E:1193599.84
FLOOD PLAIN STATEMENT
NO PORTION OF THE PROPERTY SHOWN HEREON IS
LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS
DESIGNATED BY THE FLOOD INSURANCE RATE MAP,
MAP NUMBER 05119CO432H, PUBLISHED BY THE
FEDERAL EMERGENCY MANAGEMENT AGENCY,
DATED JUNE 7, 2019.
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IIIIIIIIII�IIIIIIIIIIIIIIII IIIiI IIIII III 2022061772
'RES E NTE D. 05-07-2022092617 AM RECORDED: 09-07-202209:45:18 AM
In Official Records of Terri Hollingsworth circuit/county Clerk
PULASKI CO, AR FEE $15.00
GRAPHIC SCALE IN FEET
30' 0 30'
BASIS OF BEARING: GRID NORTH, ARKANSAS STATE
PLANE COORDINATE SYSTEM, NORTH ZONE (0301 J,
DETERMINED BY GPS OBSERVATIONS. APPROXIMATE
CONVERGENCE ANGLE IS -000 13'48.82220".
DISTANCES ARE STATE PLANE GRID DISTANCES.
COMBINED ADJUSTMENT FACTOR = 1.000042931.
10825 Financial Centre Parkway, Suite 300
Little Rock, Arkansas 72211
Crafton Tull
0 engineering I surveying
501.664.3245 t 501.664.6704 f
www.craftontull.com
CERTIFICATE OF AUTHORIZATION_......e
�P ,,,OFU",yc
CRAFTON, TULL&
ASSOCIATES, INC.
=_rr No. 109
J S'
47rgNsaS ENaTAUR�
S-l3z�-�
FINAL PLAT OF LOT 1 R
BRIDEWELL ADDITION
BEING A REPLAT OF LOT 1
BRIDEWELL ADDITION
AND PART OF THE
NE1 /4,NE1 /4, SEC. 91
T-1-N,R-13-W
KANIS ROAD
LITTLE ROCK, ARKANSAS
Key Plan
No. Description Dole
This document, and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of Crafton, Tull & Associates, Inc., and is not to be
used, in whole or in part, for any other project, without the
written authorization of Crafton, Tull & Associates, Inc.
PROJECT No: 21804400
ISSUE DATE. 6/09/22
CONTACT: J GRAYHAM
CHECKED BY:
oO 2022 Crafton, Tull & Associates, Inc.
500-01N-13W-0-09-110-60-1667