HomeMy WebLinkAboutS-0046-G Map 3AF 31176F
NE CORNER S 1/2 SE 1/4
SECTION 23, T-2-N R-13-W
R) R
N N
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OVERLOOK W DRIVE
— — — — — — — — — — — — — —
S:88° 24 30 E A 10'. No vehicle Access Easement
/� .� LOT 127
-------- - - - - -- - - - - -- ------
/ m 10' Easement N
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3 127 3 28 1 1e I
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/Q Z N 40544
0 - 20' Bldg Line
/spy, 5705 r - - -1- - - - - - - - 1- - - - - - - - - - - -
/po �T 99.91' L=t9783' N89°55 W
R=5 27 S89°55�E CIRCLE
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O 127 $ D
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N 89° 55' OC ' W - - - - I
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NOTE' This portion of lot '
127 lying south of
Overtook Circle is to
be permanent green
belt within which no
stru�Lure of any kind
may be built or main -
tained.
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NO ADDITIONAL EASEMENTS REQUIRED
0 ADDITIONAL EASEMENTS ARE REQUIRED
AS SHOW C
BY: � d
DATE: (A lld4ac
ARKLA
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EASEMENT APPROVED,,
EASEMENT REOUIRED
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CERTIFICATE OF SURVEYING ACCURACY
p� I, Edward G. Smith, hereby certify that this
plat correctly represents a boundary survey
made by me and boundary markers shown hereon
actually exist and their location, type and
/j material are correctly shown.
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K/NGh/rod CAMMAC K
Pl_,4Ce VILLAGE
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VIC/iv/ T y /VIA(
SCALE /// = 2000'�
CERTIFICATE OF OWNER
We, the undersigned, owners of the real es-
tate 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
this plat.
Date o Execution Edward G. Smith Da too Execution
Registered Land Surveyor
No. 9, Arkansas D.R. _Page
Address -
Instrument No.
CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL
I, Edward G. Smith, hereby certify 1\_t this Pursuant to the -Little Rack Subdivision Pinar
- _ plat -correctly represent 'a r u� -,- "and Regulations, and all of the conditions of
and that the engineering requirements of the approval having been completed, this docu-
Little Rock Subdivision Rules and Regulations ment is hereby accepted. This certificate is
have been complied with. hereby executed under the authority of said
Rules and Regulations.
GENERAL NOTES.'
I. ALL EASEMENTS SHOWN =-=T_' ARE TO BE USED
FOR UTILITIES AND/OR DRAINAGE UNLESS OTHERWISE NOTED.
2.IRON PINS ARE SET AT LOT CORNERS.
3.ROUNDED CORERS OF LOT ARE MEASURED TO A POINT
OF INTERSECTION OF LOT LINES.
4. ALL DISTANCEf SHOWN ALONG CURVES ARE CHORDS,
late of Execution Edward G. Smith Date o Execution L tt e ock Planning
Registered Professional Commission
Engineer No. 485, Arkansas
CERTIFICATE OF RECORDING
This document, number , filed for
record 19_, in at Book
Page
Name
EWRD GERALD SMITH
REGISTERED
LAND SURVEYOR
eTwre o�
SRKANSAG
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FQ�9RD GERkAIOS�\A_
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100 0 100 200 300 400 500
GRAPHIC SCALE IN FEET
FINAL PLAT OF LOT 127
AN ADDITION TO THE CITY OF LITTLE ROCK,
EDWARD G. SMITH & ASSOCIATES AND DEDICATION OF PART OF
401 VICTORY CONSULTING ROCK, ARK"sAs 72201 OVERLOOK CIRCLE
Drawn By: CheckB: roved By ALL LOCATED IN THE S 1/2 SWI/4 SEC.24,
T G T I T-2-N R-13-W, PULASKI COUNTY, AR.
Revised:
Date:
Scale Hor.
Sheet of