HomeMy WebLinkAboutS-0022-B Map 131176A
W
----T_
LILI
i 1 3 r� 1
J't a I S 860 52' 28" E 180.01
BLOCK 7 I C'� O 3, _ 82 0
z I `� ��---`9Q°�6 S 01048'28E
J ejo�z' I141003, 26.35
1 I
w `
0 � �\y\a 25R
�\
N e,
z S90�
1
�° \ N�
4' \ 4 \
BLOCK 5
cy x
B��1CK 3 a
IAJ)
---- % 7
CERTIFICATE OF SURVEYING ACCURACY
1, 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
material are correctly shown.
j
T' �— �nith Date or Execution Edward G.
Registered Land Surveyor
No. 9, Arkansas
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.
Di -Fe or Execution
D.R._Page
Address
Instrument No. 70— Ot; 7Vv
CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL
I, Edward G. Smith, hereby certify that this Pursuant to the Little Rock Subdivision Rules
plat correctly represents a plan made by me, and Regulations, and all of the conditions of
and that the engineering requirements of the ap?roval having been completed, this docu-
Little Pock Subdivision Rules and Regulations ment is hereby accepted. This certificate is
have been complied with. heresy executed under the authority of said
Rules and Regulations.
Date df Execution Edward Oate or Execution L tt e Rock Planning
Registered Professional Commission
Engineer No. 485, Arkansas
CERTIFICATE OF RECORDING
This document, number filed for
record 19 in at Book
Page
EDWARD GERALD SMITH
REGISTERED
LAND SURVEYOR
STATE 01
A R K A N S A °i
NO. 9
J�A8KNA NfSAS
RF.GISTFitE1)
PBOFES510NAL
ENGINEER
• • r
Epp 485
a9pGERP�Os'�J
1
N
p
THIS PRO,
VICINITY MAP
LEGAL DESCRIPTION
LOT 25R BLOCK5, HICKORY RIDGE
PHASE II, AN ADDITION TO THE CITY
OF LITTLE ROCK, PULASKI COUNTY,
ARKANSAS.
CURVE DATA GENERAL NOTES
A D T L I. ALL EASEVENT3 SiiOV64.__ _.',RE TO BE USED FOR
I. 40056'0611 1600' 133.66 255.84 UTILITIES AND/OR DRAINAGE
2. 14057' 10° 10001 75.19 149.53 2.IRON PINS ARE SET AT ALL LOT CORNERS
3.LOTS WITH ROUNDED CORNERS ARE MEASURED
TO POINT OF INTERSECTION OF LOT LINES.
4.ALL DISTANCES SHOWN ALONG CURVES ARE
CHORDS.
5.ERROR OF CLOSURE 0 85/5000
5D 0 50 100 15o 200
GRAPHIC SCALE IN FEET
IAIINBLL B SCNA[R BLUEMINT CO.