HomeMy WebLinkAboutS-0045-A-50 Map 40
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LEGAL DESCRIPTION
STATE PLANE CORDINATES
NORTHING
EASTING
1
120436.882
1181731.757
2
120324.949
1181724.814
3
120626.014
1181202.554
4
120768.130
1181623.822
5
120478, 762_
1181721.441
CERTIFICATE OF ENGINEERING ACCURACY
__PATRICK_M._MCG_E_T_R_I_C_K_------ 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.
DATE OF EXECUTION
SIGNED
NAME, REGISTERED PROFESSIONAL
ENGINEER No. 4566ARKANSAS
CERTIFICATE OF SURVEYING ACCURACY
1, __ROBERT C. LOWE ------- HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A BOUNDARY SURVEY MADE BY ME AND BOUNDARY MARKERS SHOWN HEREON
AC-++JALLY EXIST AND THEIR LOCATION, TYPE AND MATERIAL ARE CORRECTLY SHOWN.
SIGNED
_
DATE OF EXECUTION NAME, REGISTERED LAND SURVEYOR
ARKANSAS
CERTIFICATE OF OWNER
CURVE
DATA
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
L�
n =
9"36'39"
20 o =
25"09'41"
HEREB'f LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH
R =
257.44'
R =
257,44'
THIS PLAT.
L =
43,18'
L =
113,05'
T =
21.64'
T =
57.45'
SIGNED
C
= 43.13'
C =
112.15'
N 89°4"1'54" E 487.42'
SE CORNER SE 1/4 NE 1/4
SECTION 6 T-1—S, R-13—W
NOTES: I. BEARING DATUM DERIVED FROM PAGIS MONUMENT # 2069
IRON PINS.(#4 REBAR) SET AT ALL CORNERS
3. LINEAR ERROR OF CLOSURE EXCEEDS 1/10000 UNADJUSTED
4, ALL EASEMENTS MAY BE USED FOR DRAINAGE AND/OR UTILITIES
5, NO PORTION OF THIS PLAT LIES WITHIN THE 100 YEAR FLOOD
PLAIN, ACCORDING TO THE FLOOD INSURANCE RATE MAP,
# 0501810091 F, DATED OCTOBER 19, 2001
6. DIMENSIONS ON CURVES ARE CHORD DIMENSIONS
ALL THAT PART OF THE SW1/4 NE1/4 AND ALL THAT PART OF THE NE1/4 SEi/4 ALL IN FRACTIONAL SECTION 6, T-1-S,
R-13-W, CITY OF LITLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PRTICULARLY DESCRIBED AS FOLLOWS: COMMENCING, AT
A CONCRETE MONUMENT ACCEPTED AS THE SE CORNER OF SAID SEI/4 NE1/4 SECTION 6, THENCE S89'41'54"WW ALONG THE SOUTH
LINE THEREOF 487.42 FEET TO A ONE HALF INCH REBAR IN THE WEST RIGHT-OF-WAY LINE OF OTTER CREEK PARKWAY AND THE POINT
OF BEGINNING, THENCE ALONG SAID ROAD RIGHT-OF-WAY LINE AND A CURVE TO THE RIGHT HAVING A RADIUS OF 257.44 FEET AND
A CHORD DISTANCE OF S03'32'58"W 112.15 FEET TO A ONE HALF INCH REBAR, THENCE N60.02'17"W LEAVING SAID ROAD AND ALONG
THE NORTH LINE OF CALLAGAHAN BRANCH CHANNELIZATION EASEMENT 602.82 FEET TO A ONE HALF INCH REBAR, THENCE
N71'21'29"E ALONG THE SOUTH LINE OF AN A.P. & L. COMPANY EASEMENT 444.59 FEET TO A ONE HALF INCH REBAR IN THE
WEST RIGHT-OF-WAY LINE OF OTTER CREEK PARKWAY, THENCE S18°38'31"E ALONG THE WEST RIGHT-OF-WAY LINE OF SAID ROAD
AS SHOWN ON RECORDED PLAT FILED IN THE PULASKI COUNTY CIRCUIT CLERKS OFFICE IN BOOK "A" AT PAGE 636 FOR 305.39 FEET
TO A ONE HALF INCH REBAR, THENCE ALONG SAID ROAD RIGHT-OF-WAY LINE AND A CURVE TO THE RIGHT HAVING A RADIUS OF 257.44
FEET AND A CHORD OF S13'50'12"E 43.13 FEET TO THE POINT OF BEGINNING, CONTAINING 108-757 SQUARE FEET, 2.5
ACRES OF LAND, MORE OR LESS.
1"=40'
0 4A 80 120
DATE OF EXECUTION NAME JAMES BUILT HOMES
ADDRESS P 0' BOX 23806
LITTLE ROCK, AR. 72221
SOURCE OF TITLE: D.R. ------- PAGE —_____—
INSTRUMENT
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.
SIGNED
DATE OF EXECUTION L.R, PLANNING COMMISSION
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER ------- FILED FOR RECORD 20_--., IN PLAT
BOOKPAGE----____-•
SIGNED
CLERK
I.1MIl I' II �
"A&
`Tk:, 'Ckaptios4>l-,
LOT 1-8 PHASE I �
TT R CREEK C OOMMU IT 30,
l�
LITTLE ROCK, ARKANSAS
319 E. MA,RKHAM (MARKET ROW) #202,
LITTLE ROCK, ARKANSAS 72201
PHONE 501-223-9900
DATE: MAY 20, 2003
PLANSAPPROVED-�f-,NC- tlVtVL NrWv
EASEMENTAPPRDVED
EASEMENT REQiN.RED
VICINITY MAP