HomeMy WebLinkAboutS-1413-B Map 40:
O
J
ARKANSAS
STATE PLANE
Y
a
COORDINATES
(NORTH ZONE)
MONUMENT
Y
N
- 1
N 138960.95
E 1190195.81
set
1/2" iron pin
w/ cap
#1281
2
N 139198.62
E 1190202 55
set
cotton -spindle
W. 36TH
3
N 139295.51
E 119050580
set
1/2' von pin
w/ cc
/1281
4
N 139083 00
--
E 1190502 63
-_- -
set
1 /7' iron pin
w/ cap
# 1281
T
5
-
N 138766.15
E 119038574
set
1/2" von pin
w/ cap
#1281
Z
a
7MS P�
6
- —
N_ 138771.68
—
-
E 1190190.45
--
set
-
1/2' von pin
w/ caP_-#1281
o
Cflt- GLENN
m
LAWSON
0
r7
DAVID 0.
DODD
I
COLONEL GLENN
BOWMAN ROAD
DEVELOPMN7
VICINITY
MAP
Nrs
PAGIS Marker
/ 2056
30 0
Scale 1"
30
= 30 ft
N88` 01' l S' W
NE Corner
NW1/4, SECTION 21,
T-1-N, R-13-W
CERTIFICATE OF SURVEYING ACCURACY
CERTIFICATE OF OWNER
l i� �T'P2 I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL
�� ` PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO
SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF,
MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY
' ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL
•;
SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE NTH THIS PLAT.
ROCK SUBDIVISION RULES AND REGULATIONS
90 HAVE BEEN COMPLIED WITH/
DATE OF EXECUTION
DATE OF EXECUTION PAUL M. WHITE
REGISTERED LAND SURVEYOR
NO. 1281, ARKANSAS
DATE OF EXECUTION
COLONEL GLENN BOWMAN ROAD DEVELOPMENT I, LLC
425 W. Capital Ave., Suite 300
Little Rock, AR 72201
1 s w R u
PAV oFESSIAON1iAL
ENGINEER
o !/ No.5033 Q'
E pTyY �gA 4
®f
LOT 3
PART OF THE SW1/4 OF SECTION 16 AND PART OF THE NW1/4 OF SECTION 21,
T-1-N, R-13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICUARLY
DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID NW1/4,
SECTION 21; THENCE N860113"1N, 739.76 FT. TO THE POINT OF BEGINNING;
THENCE NOl'37'25"E, 237.71 FT.; THENCE N72'16'52E, 318.35 FT. TO A
POINT ON THE WEST RIGHT-OF-WAY LINE OF COLONEL GLENN PLAZA DRIVE; THENCE
SOUTHERLY ALONG SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 320.00 FT.
RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF SOO'51'14"W,
212.53 FT.; THENCE S2914'57"W CONTINUING ALONG SAID WEST RIGHT-OF-WAY
LINE, 337.73 FT.; THENCE N8S22'35"W, 195.38 FT.; THENCE N01'37'25"E,
189.34 FT. TO THE POINT OF BEGINNING, CONTAINING 3.0000 ACRES MORE OR LESS.
NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD
BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD
INSURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS.
CERTIFICATE OF ENGINEERING ACCURACY
I, TIMOTHY E. DATERS, HEREBY CERTIFY
THAT THIS PLAT CORRECTLY REPRESENTS A
PLAN MADE BY ME, AND THAT TH=
ENGINEERING REQUIREMENTS OF THE LITTLE
ROCK SUBDIVISION RULES AND REG ATIO S
HAVE BEEN COMPLIED WITH.
DATE OF EXECUTION TIM THY E. DATERS
REGISTERED PROFESSIONAL
ENGINEER NO. 5033, ARKANSAS
2002194761
2003118568
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.
DATE OF EXECUTION LITTLE R CK PLANNING
COMMISSION
CERTIFICATE OF RECORDING
GENERAL NOTES•
2012084292 Received: 12/21/2012 3:15:41 PM
Recorded: 1212//2012 03:22:59 PM Filed &
Recorded in Official Records of Larry Crane,
PULASKI COUNTY CIRCUIT/COUNTY CLERK
Fees $15.00
1. 1 /2" IRON PINS WERE SET AT ALL LOT CORNERS
a
2. ALL EASEMENTS SHOWN = _ = ARE TO BE USED " `+
FOR DRAINAGE AND/OR UTILITIES. %o, ✓I�gKI CO'
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
PLAT OF
LOT 3
THE VILLAGE AT BR ODIE CREEK
AN ADDITION TO THE CITY OF
LITTLE R 0 CK. ARKANSAS
PART OF THE SW1 /4 OF SECTION 16,
AND
PART OF THE NW1 /4 OF SECTION 21,
T-1-N, R-13-W,
L(FI-LE ROCK, PULASKI COUNTY, ARKANSAS
0
DECEMBER, 2012
?A
S-10-g
JOB i 12-626P