HomeMy WebLinkAboutS-0285-O(4) Map 1N 79' 17' 17"E
8.73'
ARKANSAS STATE PLANE COORDINATES
NORTH ZONE
Q
N
173331.01
E
1174359.74
2�
N
173324.23
E
1174206.89
3
N
173469.21
—E
1174180.46
4
N
173470.83
E
—E
1174189A3
n
N
173498.34
1174262.44
GENERAL NOTES:
1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS
2. ALL EASEMENTS SHOWN — — ARE TO BE
USED FOR DRAINAGE AND/OR UTILITIES.
3. LOTS WITH ROUNDED CORNERS ARE MEASURED
TO A POINT OF INTERSECTION OF LOT LINES AND
NOT POINTS ON A CURVE.
4. DISTANCES SHOWN ALONG CURVES ARE
CHORD DISTANCES.
5. ERROR OF CLOSURE: EXCEEDS 1:20,000
NO PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR FLOOD BOUNDARY,
AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP
FOR LITTLE ROCK, ARKANSAS.
(FIRM COMMUNITY PANEL # 05119CO312G, DATED JULY 6, 2015)
20 0 20
Scale 1 " = 20 ft
CERTIFICATE OF SURVEYING ACCURACY
`��n11u°lu,r„ I, DANIEL W. HAVNER, HEREBY CERTIFY THAT THIS
iSTERtr�j%, PLAT CORRECTLY REPRESENTS A BOUNDARY
� STATE SURVEY MADE OR VERIFIED BY ME, ALL
AF3;AS�SAS
S°°•, �; MONUMENTS REQUIRED ACTUALLY EXIST AND
N0, 542 ARE CORRECTLY SHOWN HEREON AND THAT ALL
v�• y SURVEYING REQUIREMENTS OF THE LITTLE
Sic
ROCK SUBDIVISION RULES AND REGULATIONS
�`A HAVE BEEN COMPLIED WITH.
60 ""nnIII] uo'•
�QF"OJT
DATE OF EXECUTION DANIEL W. HAVNER
MCP"`.. `'•�S REGISTERED LAND SURVEYOR
TE-DATERS' _ NO. 1542, ARKANSAS
&ASSOCIATES, 3 p
aU3 INC.
'"0j11119,1119,1q°''
AR SAS N
# 1MV1*8D
N10*5033 Q do
e
�R229.63' \
"n CDN69'27'35"E
LC78.39' \\03ic?
Ns'
CERTIFICATE OF ENGINEERING ACCURACY
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 THIS PLAT.
031 ��6 RANCH PROPERTIES, INC.
/ 900 S. SHACKLEFORD, SUITE 300
DATE OF EXECUTION LITTLE ROCK, AR 72211
BY
INSTRUMENT NO. 89 62166
CERTIFICATE OF FINAL APPROVAL
I, TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION
THAT THIS PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE
PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN
ENGINEERING REQUIREMENTS OF THE L9TLE COMPLETED, THIS DOCUMENT IS HEREBY
ROCK SUBDIVISION RULES AND RE A ONS ACCEPTED. THIS CERTIFICATE IS HEREBY
HAVE BEEN COMPLIED WITH. EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
DATE OF EXECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE R CK PLANNING
ENGINEER NO. 5033, ARKANSAS COMMISSION
` 1" IIIIINIIIIIIIIINIINNIIIINIIIIII1III
c�®e
Uip° 2016018998
4
/'� \ PRESENTED: 03- :
31-201603:Oa43 PM RECOROE0:03-
31-20160311.07 PM
In Official Records of Larry Crane circuit/county Clerk
W s,•.9 a
y 5 CERTIFICATE OF REC6WW CO, AR FEE $15.00
LOT 27
\ LOT 26, THE RANCH
PART OF THE W1/2 W1/2 OF SECTION 13, T-2-N, R-14-W, LITTLE ROCK, PULASKI
'o COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS:
LOT26 s BEGINNING AT THE SOUTHWEST CORNER OF LOT 27, THE RANCH, AN ADDITION
3f TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER LYING ON THE NORTH
\ LINE OF TRACT L1-R, THE RANCH; THENCE S87°27'33"W ALONG SAID NORTH LINE,
153.00 FT.; THENCE N10'20'01"W, 147.38 Fr. TO A POINT ON THE SOUTHERLY
RIGHT-OF-WAY LINE OF COBBLESTONE WAY, THENCE N79'17'17"E, ALONG SAID
SOUTHERLY RIGHT-OF-WAY LINE, 8.72 FT.; THENCE EASTERLY ALONG SAID
�pP RIGHT-OF-WAY LINE BEING THE ARC OF A 229.63 FT. RADIUS CURVE TO THE LEFT,
A CHORD BEARING AND DISTANCE OF N69'27'35"E, 78.39 FT. TO A POINT ON THE
WEST LINE OF SAID LOT 27, THE RANCH; THENCE S30'10'45"E ALONG SAID WEST
LINE, 193.56 Fr. TO THE POINT OF BEGINNING, CONTAINING 19,211 SQ. FT. OR
0.4410 ACRES MORE OR LESS.
=25'tPLAT OF
SW T027ERLOT 26
S872733W 153.00' THE RANCH
TRACT "L1 -R" AN ADDITION TO THE CITY OF
NST 2C 23+�
2 LITTLE ROCK ARKANSA
THE
RAN� � P *
THE RANCHnh-
PART OF THE W1/2 W1/2, SECTION 13 Signed
T-2—N, R-14—W BY:
PULASKI COUNTY, ARKANSAS DATE: /
MARCH, 2016
WHITE DATERS& ASSOCIATES, INC. O
ai o,wmw. wn nw..m a eflrimrna, smtvrs
M RM�NO C/pE LIIIIE HOCK NlW6,5 94]13
Job No. 16-111D