HomeMy WebLinkAboutS-0057-PP Map 1CERTIFICATE OF SURVEYING ACCURACY
CERTIFICATE OF. ')4y'<v�R
30 0 30 90
Scale 1" = 30 ft
TRACT M- 9
PLAT BK. A, PG. 990
VICINITY MAP I1] ,Nj
TRACT M-3
(UNRECORDED)
LEGAL DECSRIPTION
PART OF THE W1/2 SE1/4 OF SECTION 29, T-2-N, R-12-W, LITTLE ROCK,
PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF TRACT M-1, RIVERDALE ADDITION,
LITTLE ROCK, ARKANSAS SAID CORNER LYING ON THE WESTERLY RIGHT-OF-
WAY LINE OF RIVERFRONT DRIVE; THENCE S43'07'25'E ALONG SAID
WESTERLY RIGHT-OF-WAY LINE 244.03 FT.; THENCE SOUTHEASTERLY
CONTINUING ALONG SAID RIGHT-OF-WAY LINE BEING THE ARC OF A 894.93
FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF
S38'21'45'E, 148.57 FT.; THENCE SOUTHWESTERLY CONTINUING ALONG
SAID RIGHT-OF-WAY LINE BEING THE ARC OF A 50.00 FT. RADIUS CURVE TO
THE RIGHT, A CHORD BEARING AND DISTANCE OF S18'02'15"W, 78.41 FT.
TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF TURTLE CREEK LANE;
THENCE S69'40'35"W ALONG SAID NORTH RIGHT-OF-WAY LINE, 346,55
FT.; THENCE NORTHWESTERLY CONTINUING ALONG SAID RIGHT-OF-WAY LINE
BEING THE ARC OF A 50.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD
BEARING AND DISTANCE OF N69'45'11"W, 65.04 FT. TO A POINT ON THE
EASTERLY RIGHT-OF-WAY LINE OF BROOKWOOD DRIVE; THENCE N29'10'56"W
ALONG SAID RIGHT-OF-WAY LINE, 315.88 FT.; THENCE NORTHEASTERLY
CONTINUING ALONG SAID RIGHT-OF-WAY LINE BEING THE ARC OF A 25.00
FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF
N04'52'43"W, 20.58 FT.; THENCE NORTHERLY CONTINUING ALONG SAID
RIGHT-OF-WAY LINE BEING THE ARC OF A 60.00 FT. RADIUS CURVE TO THE
LEFT, A CHORD BEARING AND DISTANCE OF N01'44'26"W, 43.33 FT, TO
A POINT ON THE SOUTH LINE OF SAID TRACT M-1, RIVERDALE ADDITION;
THENCE N67'32'47'E ALONG SAID SOUTH LINE, 333.63 FT. TO THE POINT
OF BEGINNING, CONTAINING 173,467 SQ. FT. OR 3.9823 ACRES MORE OR
LESS.
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T�gTL (60,
I, PAUL M. WHITE, 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 SUBDIVISION RULES AND REGULATIONS
HAVE BEEN COMPLIED WITH.
DATE OF EXECUTION
PAUL M. WHITE
REGISTERED LAND SURVEYOR
NO. 1281, ARKANSAS
I, TIMOTHY E. DATERS, 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.
WE, THE iNDERSIGNED, OWNERS OF THE REAL
EST,AIE, SHOWN AND DESCRIBED HEREIN, DO
HEREB'I 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 OF EXECUTION
D.R. PAGE
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 TIMOTHY E. DATERS DATE OF EXECUTION LITTLE ROCK PLANNING
REGISTERED PROFESSIONAL COMMISSION
ENGINEER NO. 5033, ARKANSAS
GENERAL NOTES:
1. 1/2" IRON PINS WERE SET AT ALL CORNERS, UNLESS NOTED OTHERWISE.
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 1:50,000
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER
RECORD 20
PAGE
FILED FOR
,IN PLAT BOOK
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, FIRM COMMUNITY
PANEL # 050181 0068 F, OCT. 21, 2001. THIS PROPERTY IS IN ZONE X, AN
AREA PROTECTED FROM 500 YR. FLOOD BY A LEVEE DIKE.
PLA T OF
CTS M
LITTLE R 0 CK, ARKANSAS
COORDINATES
ARKANSAS STATE
PLANE
NORTH
\\
ZONE
MONUMENT
Q N 160160.08
E
1219364.18
set
1/2"
iron
pin
w/cap
#
1281
PART OF THE W112 SE114 OF SECTION 29,
(7N 159981.97
E
1219530.99
set
1/2"
iron
pin
w/cap
#
1281
T-2-N, R->2-W
aj N 159865.48
E
1219623.20
set
1/2"
iron
pin
w/cop
#
1281
(R) N 159790.92
159619273.95
C N 70.56
E
E12
1219598.92
set
set
1 /2"
1/2"
iron
iron
pin
pin
w/cop
w/cap
#
#
1281
1281
PULASKI COUNTY, ARKANSAS
® N 159693.07
m N 159968.85
E
E
1219212.93
1219058.91
set
set
1/2" iron
1/2" iron
pin
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w/cap
#
#
1281
1281
9
MAY, 2006
N 159989.35
/
E
1219057.16
set
1/2"
iron
pin
w/cap
#
1281
` I
N 160032.66
E
1219055.84
set
1/2"
iron
pin
w/cop
#
1281
N 159821.84
E
1219141.01
set
1 /2"
iron
pin
w/cap
#
1281
® WHTM� DALANTMW & A4.�.�OCZ47= ZVC.
N 160017.74
E
1219497.50
set
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iron
pin
w/cap
#
1281
CML NING & DEVELOPMENT, SURVEYING
0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223
E
Job No. 06-394P.1