HomeMy WebLinkAboutS-0499-B Map 3VICINITY MAP
STATE PLANE CORDINATES
NORTHING
EASTING
1
134288.197
12 08221.000
2
134287.588
1208233.723
3
134452.496
1208239.594
4
134454.658
1208186.099
5
134750.756
1208200.259
g
1 134742.728
1208368.129
7
134727.790
1208544.680
8
134442.535
1208504.345
9
134272.2 49
1208480.267
10
134154,796
1208463.660
11
134105.0 26
1208456.622
12
1 134112.115
1208268.201
13
13 39 91.6 42
12 0826 8.06 7
14
133991.665
1208247.067
15
134112.905
12 08247.201
16
134114.204
1208212.679
IPF S 87*15'43" E
3/4" REBAR
CO
0)
N
w
N
Z
�10' UTLITY EASEMENT
`- - -
IPF
3/4" REBA.R O
3
N 87-41'06" W 53.54'
S 87'15'43" E 12.74'
IPF 1
3/4" REBAR
S 87'15'43" E 278.46'
POB
OI
NW COR,
SE
1/4,
SE
1/4,
SECTION
241
T-1-N,
R-13-W
N 02044" 7" E 174.19' --�
0
IPF
3/4" REBAR`
16
N 87'50'43" W 34.55'
N 00'03'49" E
121.24'
IPF
3/4" REBAR
168.06'
0
S 85009'49" E 177.18'
LOT 3 ----
ACCESS
Co DRIVE
W 00 ----
J N
C�
ql
Q] I
N
CO
I O ca
S 87'50'43" E 264.94' PAGIS MONUMENT
I #2035-0096
i 3
to
N
O
LOT 2
I c�
-� ACCESS EA EMENT
2) L-
1 3/4" REBAR S 87050'43" E 259.75
I--10' UTILITY EASEMENT
LOT
_ 25' BLDG.
IPS - - -
JOINT ACCESS
3AR -DRIVE -
p
1
CIO
LINE
N 87 50 43 W 248,7% - PAGIS MONUMENT
PROHfB' 1 0 #2035- 0095
PF 54TH STREET R/W 10 l
IPF REBAR 12 N
„IPF
I 1 rJ 3/4" REBAR
IPF
N 87'50'43" W 188.56' 3/4" REBAR
S 00'03'49" W 120.47'
►�21' ACCESS EASEMENT
:PF 14
13
3/4' AR IPF
` 3/4" REBAR
N 89.501" W 21.00'
PROPERTY DESCRIPTION
PART OF THE NE 1/4, SE 1/4 AND PART OF THE SE 1/4, SE 1/4 OF SECTION 24, T-1-N, R-13-W,
LITTLE ROCK, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NW CORNER, SE 1/4, SE 1/4 OF SECTION 24, T-1-N, R-13-W; THENCE
S 87'15'43" E ALONG THE NORTH LINF OF SAID SE 1/4, SE 1/4 A DISTANCE OF 278.46'
TO THE POINT OF BEGINNING; THENCE S 87'15'43" E ALONG THE NORTH LINE OF SAID SE 1/4,
SE 1/4 A DISTANCE OF 12.74% THENCE N 02'02'21" E 165.01' THENCE N 87'41'06" W
53.54'; THENCE N 02'44'17" E 296.44'; THENCE S 87'15'43" E 168.06'; THENCE
S 85'09'49" E 177.18' TO A POINT ON THE WESTERLY R/W LINE OF U.S. HIGHWAY NO.
67-70; THENCE S 08'02'53" W ALONG SAID WESTERLY R/W LINE OF U.S. HIGHWAY NO. 67-70
A DISTANCE OF 628.96'; THENCE N 87'50'43" W 188.56'- THENCE S 00'03'49" W
120.47'; THENCE N 89'56'11" W 21.00'; THENCE N 00*0349" E 121.24'; THENCE
N 87'50'43" W 34.55% THENCE N 02'44'17" E 174.19' TO THE POINT OF BEGINNING
CONTAINING 4.27 ACRES, MORE OR LESS.
ERROR OF CLOSURE EXCEEDS 1 IN 10,000 UNADJUSTED
a 50 so 1 c
CERTIFICATE OF ENGINEERING ACCURACY
I, __PATRICK M•_MCGETRICKHEREBY 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.
r SIGNED
-- -- i/ ------------ 7
°NAME DATE OF EXECUTION , REWfEAE6 ROFESSIONAL
ENGINEER No. 425K-- ARKANSAS
CERTIFICATE OF SURVEYING ACCURACY
I, __ROBERT Q. L0_W_E _ _ -- 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.
S I Ggjl1 .'
----�i2%qs------------- - - - ------
DATE OF EXECUTION N EGI TERE6 LAND CIRVEYOR
No �--__ ARKANSAS
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.
JEANINE K. ELLIFF
JANE JACOBSEN
DATE OF EXECU ION
SOURCE OF TITLE: D.R. _ PAGE
INSTRUMENT No._24 _t0iT4--_
CERTIFICATE OF FINAL APPROVAL
PURSUANT TO THE LITLE ROCK SUBDIVISION RULES AND REGUALTIONS, 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.
--- L�-------------
GATE OF EXECUTION
SIGNED
L.R. PLA NING COMMISSION
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER ------- FILED FOR RECORD -------, 19---, IN PLAT
BOOK -------, PAGE ----___
SIGNED
CLERK
GENERAL NOTES:
1. ALL
EASEMENTS
SHOWN TO BE
USED FOR UTILITY OR DRAINAGE
2. IRON PINS SET
AT ALL CORNERS
3. ALL
DISTANCES
SHOWN ALONG
CURVES ARE CHORDS
4. ALL
FRONT BUILDING
LINES TO
BE 25' UNLESS OTHERWISE SHOWN
5. NO
PORTION OF
THIS LOT LIES
WITHIN THE 100 YEAR FLOODPLAIN
7)"'FE'SSIIflSdL
.0 E'NCIKEER s
� fvoA566 <�5
TER o
STA
LASO
FINAL PLAT
PARKSIDE PLACE SUBDIVISION
(r;�1
LITTLE ROCK, ARKANSAS
MCGETRICK ENGINEERING
ENGINEERING / LAND DEVELOPMENT CONSULTANTS
Little Rock, Arkansas 72221
JANUARY 4, 1994
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