HomeMy WebLinkAboutS-0283-I Map 1II
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CERTIFICATE OF SURVEYING ACCURACY
I /`%/CNA6L )"7'So-,l , 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.
s q7
Date of Execution
Michael Wat n
Registered Professional
Land Surveyor No.-
Ark
L 1
CERTIFICATE OF ENGINEERING ACCURACY
I, �/�� Govvw»c� do 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.
- 5 ,/97
Date of Execution Wes Lowder
Registered Pro essi nal
Engineer No. .?V
Arkansas
ansas
IPF
I
I
TRACT 1 1
ECUMINICAL RETIREMENT /
CENTER ADDITION
A-32 REPLATTED A-829/
/ TRA�T 4 1
/ ECUMINICAL RETIREMENT CENTER ADDITION 1
D 700
/ I 1
/ N 144289.95 L
u7
RSGATE ROAD E 1195534.41 0
R/W A-32 EXISTING FULL WIDTH I 1
STREET IMPROVEMENTS00
1 1
EXISTING 1 /2 STREET `4 1 IMPROVEMENTS I M
100
00
;Ps ,
RTIFICATE OF FINAL APPROVA
Pursuant to the Little Rock Subdivision Rules and Regulations,
and all of the conditions of opproval having been completed, this
document is hereby accepted. This Certificate is hereby
executed under the authority of said Rules and Regulation.
ter,/.'i2 /.. �I...
4 1
CERTIFICATE OF RECORDING
This document number 87,17 filed for
record 19 in Plat Book_ T
Page A
l !/'/1r a 2 IPF
Date of Execution L.R. FKanning Commission
SZ�pS op,
IPF - S02'20'51 "W -
- 245.50;
IPF,
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ECUMINICAL RETIREMENT FOUNDATION INC.
PROPERTY LINE
CURVE DATA
0
EELTA
39*56'19"
DELTA
86'39'02"
DELTA
4642'43"
_
TANGENT
116.28'
TANGENT
301.82'
TANGENT
138.18'
PADIUS
320.00'
RADIUS
320.00'
RADIUS
320.00'
U N P LATT E D 071
C
223.06'
ARC
483.95'
ARC
260.89'
CCfORD
218.57'
CHORD
439,13'
CHORD
253.72'
1,.11
DELTA
49'43'37"
DELTA
37'27'07"
DELTA
1753.34"
TANGENT
176.10'
TANGENT
128.81'
TANGENT
53.25,
�
RADIUS
380.00,
RADIUS
380.00,
RADIUS
176.52'
p01
ARC
329.80'
ARC
248.39'
ARC
103.44'
CHORD
319.55'
CHORD
243.99'
CHORD
101.97'
I`
8001
DELTA
3,T29'47"
DELTA
31'08'59"
TANGENT
62.15'
TANGENT
9.26'
206.52'
RADIUS
320.00'
__RADIUS
ARC
120.73'
ARC
18.52'
CHORD
119.02'
CHORD
18.52'
I
20.00' WATER EASEMENT I 1
INSTRUMENT NO 91 -�
atu re
S CAROLYN STALEY, Circuit County Clerk & Recorder
\Rj.
de.wn,
TUC
2 4
`t'ew
�y IPFx� ArKANSPS .+
\J ••wwu•uPd
2�92p-,
CERTIFICATE OF OWNER
We, the undersigned, Owner 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.
Date of Execution Signature
ECUMINICAL RETIREMENT CENTER
FOUNDATION, INC.
Nome
2701 ALDERSGATE ROAD
Address
LITTLE ROCK, AR. 72205
Source of Title: 94-84579
\
IPF
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m�
g17•g3 "yy -02755
3\ 101 aPTCHORD) I E 1195382.57 1 N 143888.30 1 r' _ _ _ =- _ - = - ?Or21_4p"yy 679.71' _ - - I
+ E 1195407.20
I N 143412.24 - - - - - _ _ - - • IPS
��: N 144116.45 I EXISTING ASPHALT PAVEMENT S8T41 34 E I I E 1195496.96 - - - - -
144307.06 SCE i 1195413.90 ���� 30.00 N 143643.40 I �I N 142733.10
1195509.77 o I Q`Pi� I N 143889.51 E 1195397.12 I 15 UTILITY EASEMENT
N( E 1195468.95
O� P I E 1195377.22 �I�N`,1
��I
N 9?.. Ips Ps S02'21 21 "W 245.11 N
�_ , PS .-
PS.
o _ , 0 I TRACT 5
N 144133.83 0 60,0.0 IPf n I �(�`•�. - \ I- --15' UTILITY EASEMENT
.�•
�7-•. (/: 6.815 ACRES f
o TO Ips t..' a ---�
� C�\O E 1 195389.44 • `` QIPs o 10 �C�'�y�2 I ZONED 0-3
_ ' 3
Z NO2'2�'21� 375.10 _ - ' PF K' .' _ 9 '..� I N 143415.77
N18"02'13'E \ \ E 1195309.27
119.02' (CHORD) 1 S8T38 54 E 60.00 \ '
N 144020.66 N 143645.38 N2 � \ : \ Uj IP$ Q
E 1 195352.59 E 1 1953337.17 1? \� I 4 TOTAL ACREAGE IN PLAT
\ \ ?s3 1 1M N64'41'38"E 319.55' 8.196 ACRES fCID
I R/W DEDICATION y'�s•\?' �C \ \ �� \ (CHORD) I I�
0 1.382 ACRES t A??\
CD PROPERTY DESCRIPTION ALDERSGATE CAMP ,+ IPS
20.00 WATER EASEMENT M
to Part of the Northeast 1/4 of the Northwest 1/4 of Section 15 and part of the Southeast 1/4 of the �\ N 143417.33 ,... . INSTRUMENT NO. 91-02755 I IN
BASIS OF BEARINGS: rol Southwest 1/4 of Section 10 all in Township 1 North, Range 13 West, Little Rock, Pulaski County, \ E 1195226.99 -; \ \ 4
Arkansas being more particularly described as follows: \
00
PAGIS COORDINATE SYSTEM W starting at the southwest corner of the Northeast 1/4 of the Northwest 1/4 of said Section 15; thence �\ 0 \ \ /-25' BUILDING LINE
North 88.42'34" East along the South line of the said Northeast 1/4 of the Northwest 1/4 a distance to
00 I of 70.14 feet to the POINT OF BEGINNING; thence North 02'21'40" East 617.26 feet to a point
6� 3� 6� 12D on the proposed Westerly right-of-way line of Aidersgate Road; thence along said proposed Westerly "
(p 1 right-of-way line along a curve to the left having a radius of 320.00 feet, an arc length of 483.95 feet \ \ _ \ 15' UTILITY EASEMENT ---I
r+) and a chord which bears North 45'42'21" East 439.13 feet; thence North 02'21'21" East along the
SCALEI 1'=fib' proposed Westerly right-of-way line 375.10 feet; thence along the proposed Westerly right-of-way \
line okxlg a curve to the right having a radius of 206.52 feet, an are length of 120.73 feat and a chord00
.00' TO BE USED FOR ALDERSGATE ROAD
which bears North 18'02'13 East 119.02 feet; thence North 34'47'06" East along theproposed �'
cn 9 I \ \ cp A DE -SCRIBED IN INSTRUMENT N0. 87-33011
/ 1 Westerly right-of-way line 210.92 feet to a point on the end of existing Aldersgate Road (60' R/W
CLOSURE 1 169616 Dedication) as recorded in Book A. Page 32; thence South 55'12'54" East 30.00 feet to a point on
Ithe existing centerline of Aldersgote Road as recorded in Book D, Pogo 700; thence South 34'47'06" �\
West along said existing centerline 211.25 feet; thence along said existing centerline on a curve to J \ �\ �:: , ,•1
the left having a radius of 176.52 feet, an arc length of 103.44 feet and a chord which bears South ,s;1
17.53'34' West 101.97 feet; thence South 02'21'21 West along said existing centerline 130.01 feet
to a point on the and of existing Aldersgate Road (30' R/W Dedication); thence South 87.41'34" East N 143339.22
30.00 feet to a point on the proposed Easterly right-of-way line of Aldersgate Rood; thence South �Q\
I 02'21'21' West along the proposed Easterly right-of-way line 245.11 feet; thence along the proposed E 1195022.86 \„/ ...........
Easterly right-of-way line on a curve to the right having a radius of 380.00 feet, an arc length of
248.39 feet and a chord which bears South 21.06'16" West 243.99 feet; thence South 88.55'12' East \ N 143279.13
1 187 7^. feet; thence South 02'21 *40' Weat 879 71 feet to a int on the said South line of the \ � � \�
CONCRETE MONUM.NT� Northeast 1/4 of the Northwest 1/4; thence south 88.42'34�West along said South line 471.64 feet s E 1195020.38 N 142722.48
to the POINT OF BEGINNING containing 8.196 acres, more or less. - S89'18'38"E IPS .�607�9 . E 1194997.43
S87'36'28"E �� 18.52' (CHORD) IPS
- - • .-.- _ , _ _ 557,17
41.50' I I NO2'21'40'E 617.261 - - _ _ - IPs
IPS
087 41 29 E
51.49' �I
NW CORNER _ _
`�annun,f,f� NE 1/4, NW 1/4 S02'21 '04"W 695.24' - - - -- PF - - _ -
����•�4pjgT �. �,���' ER
SECTION 15 29.99 - - - - - - -- - -
qr'' n M NO2'21'40'E 591.1E lo� �NE 1/4 NW 1/4
LEGEND T-1-N, R-13-W lu? y SECTION 15
v � T-1-N, R-13-W
�.` OF eves ��� N N
POINT OF BEGINNING
NO. IPF • IRON PIN FOUND
- NOTE: IPF 29 98 IPF
d� t' IPS 0 5/8" REBAR SET
NO PART OF THIS PLAT IS IN THE FLOOD PLAIN
1tLnAt1►`1'���```
AS DETERMINED BY FLOOD INSURANCE RATE MAP
050181-001 OE.
LITTLE ROCK PLANNING
C0MPA ON APF ED
BY: r
DATE:
THE
MEHLBURGER
FIRM
Arc6t°•"-°•°•�•-s ^'r°
DSGN
G GU�G Old F2)@@UW9zV@
THE PLANS AND SPECIFICATIONS INCORPORATED
HEREIN, AS A PRODUCT OF DESIGN SERVICES,
IS THE PROPERTY OF THE MEHLBURGER FIRM
AND IS NOT TO BE USED IN ANY OTHER DESIGN
WITHOUT EXPRESS WRITTEN PERMISSION.
THE MEHLBURGER FIRM
MERDFV SCALD
BAR IS ONE INCH ON
ORIGINAL DRAWING.
O�1"
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
PART OF THE NE 1/4 NW 1/4, SECTION 15
AND PART OF THE SE 1/4 SW 1 /4,
SECTION 10, T-1-N, R-13-W,
LITTLE ROCK PULASKI COUNTY ARKANSAS
_.
FINAL PLAT OF TRACT 5
ECUMINICIAL RETIREMENT CENTER ADDITION
AND ALDERSGATE ROAD
SHEET
DR
DWG
NO.
CHK
DATE 1-13-97
APVD
NO.
DATE
REVISION
BY
APVD
PROD
NO 296-184
201 Soutn Izard o Uttle,Rak, AR 72201 0501/375-5331
M
10
C
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