HomeMy WebLinkAboutS-0283-I Map 2�J CERTIFICATE OF SURVEYING ACCURACY
1 , 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.
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Date of Execution
4
CERTIFICATE OF ENGINEERING ACCURACY
Go a
1, fj✓r� ri ��I do hereby certify that this plat
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correctly represents a plan made by me, and that the engineering
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requirements of the Little Rock Subdivision Rules and
Regulations have been complied with.
3
RTIFICATE OF FINAL APPR VA
Pursuant to the Little Rock Subdivision Rules and Regulations,
and all of the conditions of approval having been
completed,
leted, this
document is hereby accepted. This Certificate is hereby
executed under the authority of said Rules and Regulation.
Date of Execution L.R. anning Cornm7ssion
I 5
CERTIFICATE OF RECORDING
This document, number 437, 8717, filed for
record ` 19 / in Plat Book
Pa e t�J
9
n / i i\--D'
e•eeese•,e,4ierK
THE C
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A-32 REPLATTED A-829/ DELTA 39'56'19 6.
DELTA 86.39'02" DELTA 442'43" ••.'%�r,?vpugp5 ,••
TANGENT 115.28' TANGENT 301.82' TANGENT 138.18' IPF ••p„i,•„ee<'
TRAlt1 4 RADIUS 320.00' RADIUS 320.00' RADIUS 320.00'
ECUMINICAL RETIREMENT CENTER ADDITION I ARC 218.57' ARC 439,13' ARC 253.72'
UNPLATTED �I CHORD 218.57' CHORD 439.13' CHORD 253.72'
D-'700 �
IDELTA 49'43'37" DELTA 3727'07" DELTA 1753'34"
/ I DWI TANGENT 176.10' TANGENT 128.81' TANGENT 53.25' 320
RADIUS 380.00' RADIUS 380.00' RADIUS 176.52' \4)-
N 144289.95 IO ARC 329.80' ARC 248.39' ARC 103.44'
001 CHORD 319.55' CHORD 243.99' CHORD 101.97'
ALDERSGATE ROAD E 1195534.41It
R/W A-32/ EXISTING FULL WIDTH �I 8
SI I DELTA 3S29'47" DELTA 9.26E'ss'
STREET IMPROVEMENTS
ITANGENT 2.15' TANGENT .26'
00 EXISTING 1 /2 STREET N RADIUS 120.73' RADIUS 18.52''
-ARC 120.73' ARC 18.52'
Michael Wat in
Registered Professional
Land Surveyor No. �S7
Arkansas I F'=
TRACT 1
ECUMINICAL RETIREMENT /
TER ADDITION
�3�97 ��
Date of Execution Wes Lowder
Registered Professional
Engineer No. 9`f
Arkansas
&IPF Signature y
CAROLYN STALEYi Circuit County Clerk & Recorder
ECUMINICAL RETIREMENT FOUNDATION INC. PROPERTY LINE CURVE DATA \
0
I• IPF S02'20'51 "W _ 245.50' IPF . -
52��05 oo;Ei
CERTIFICATE OF OWNER
We, the undersigned, Owner of the real estate shown and
described herein, do hereby certify that we have laid off,
y ff, I and
I
platted, and subdivided, and do herebya o
plat,
subdivide said real estate in accordance with this 0at.
z/91l Alv d he 4%j14., ate- crn
Date of Execution Signature
ECUMINICAL RETIREMENT CENTER
FOUNDATION, INC.
Name
Source of Title:
IPF I
I 13s2'
IMPROVEMENTS
0
00,
�0 Q I V) 20.00' WATER EASEMENT I I IPs O'
IPs 6 INSTRUMENT N0. 91-02755 -J - - _ _ ! , _ _ _ S020211_40"W 679.71'
11 Tgg33;3 I N 144019.41 N 143888.30 I - - -
N01.97 CHORD) E 1195382.57 E 1195407.20 - - - - -- - - - - __ �¢\ I . N 143412.24 -----�
AjO N 144116.45 I -EXISTING ASPHALT PAVEMENT S8T41'34"E I I W) I E 1195496.96 }
N 144307.06 6F� 1 195413.90 / ��G� 30.00 N 143643.40 ' ' 15 UTILITY EASEMENT N 142733.10
E 1195509.77 \ +`P�� N 143889-51 E 1195397.12 ern E 1195468.95 I I
Dt ?�0� a 2c�� E 1195377.22
r\1 9?,. \ Ips Ps S02.21'21 "W 245.11�� TRACT 5
• • � IPS
V�tjSly 6.815 ACRES f
\ Ps I.. �e'�6 �' S' UTILITY EASEMENT ZONED 0-3 ` I
` S 60 0:4 IPFi
\tx OC N 1 44133.83 % � 30:00 j - ` ...... \\
G`� E 1 195389.44 eK-o I v
QIPs - NO2•Z1 �1'E 37 �' - • - - ' N 143415.77
" I 5.10 IPF �. E 1195309.27
N18'02 13 E S8T38'S4"E 60.00' ...`
119.02' (CHORD) ^, P
N 143645.88 ?S• eW �� 4Q TOTAL ACREAGE IN PLAT
N 144020.66 E 1195337.17 12,�� \ o,\::� • 8.196 ACRES f
E 1195352.59 \ £ ?S� y N64 41 38 E 319.55 I In
(CHORD) .�
R/W DEDICATION AS•�� ? (C QD
1.382 ACRES f Ate,• \ y00� I
O f PROPERTY DESCRIPTION ALDEPSGATE CAMP ��J IPS '� 20.00 WATER EASEMENT I M
O I 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 N0. 91-02755
��
BASIS OF BEARINGS: I Southwest 1/4 of Section 10 all in Township 1 North, Range 13 West, Uttle Rock, Pulaski County, \ E 1 195226.99OD
Arkansas being more particularly described as follows:
PAGIS COORDINATE SYSTEM W Starting at the Southwest corner of the Northeast 1/4 of the Northwest 1/4 of said Section 15; thence 25' BUILDING LINE I IN
North 88642'34' East along the South line of the said Northeast 1/4 of the Northwest 1/4 a distance \
00 of 70.14 feet to the POINT OF BEGINNING; thence North 02'21'40" East 617.26 feet to a point �\ A
N I on the proposed Westerly right-of-way line of Aldersgate Road; thence along said proposed Westerly \ mot
�\ \'� 15' UTILITY EASEMENT --' I~
60 30 0 60 120 Lp I right-of-way line along a curve to the left having a radius of 320.00 feet, an arc length of 483.95 feet
r�) and a chord which bears North 45.42'21' East 439.13 feet; thence North 02 21'21" East along the Q \ \
proposed Westerly right-of-way line 375.10 feet; thence along the proposed Westerly right-of-way N�� \ `�.!`'�� .00' TO BE USED FOR ALDERSGATE ROAD
SCALE, 1'=60' one a" o curve to the right having a radius of 206.52 feet, an arc length of 120.73 feet and a chord A DESCRIBED IN INSTRUMENT N0. 87-33011
� \
00I which bears North 18'02'13 East 119.02 feet; thence North 34.47.06' East along the proposed Cis, fp I
Westerly right-of-way line 210,92 feet to a point on the and of existing Aldersgate Road (60' R/W 0 \ Q vt\
CLOSURE 1 /1 69616 Dedication) as recorded in Book A, Page 32: thence South 55'12'5!" East 30.00 feet to a point on
the existing centerline of Aldersgate Rood as recorded in Book 0, Page 700; thence South 34'47'06
West along said existing centerline 211.25 feet; thence along said existing centerline on a curve to
the left having a radius of 176.52 feet, an arc length of 103.44 feet and a chord which bears South
17'53'34" West 101.97 feet; thence South 02'21'21 West along said existing centerline 130.01 feet 0 I
� I to a point on the end of existing Aldersgate Rood (30' R/W Dedication); thence South 87.41'34" East N 143339.22
' �/ �pTE O • 30.00 feet to a point on the proposed Easterly right-of-way line of Aldersgate Road; thence South E 1195022.86 \��.. I
1 S R 'L I 02.21'21" West along the proposed Easterly right-of-way line 245.11 feet; thence along the proposed \
�� AR Eastedy right-of-way line on a curve to the right having a radius of 380.00 feet, an arc length of \' N 143279.13
248.39 feet and a chord which bears South 21.06'16" West 243.99 feet; thence South 88.55'12" East \ �..'.
� ' * I ® \-...... .: : ':' : E 1195020.38
CONCRETE MONUMENT 187,72 feet; thence South 02'21'40" west 879.71 feet to a point on the said South line of the
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paOPiP*E*E
AL a Northeast 1/4 of the Northwest 1/4; thence South 88'42'34 west along said South line 471.64 feet 60�09.. �. - - - - Q -b - -- __
to the POINT Of BEGINNING containing 8.196 acres, more or less. 589' 18 38 E IPs 557.1 T
tt 18.52' (CHORD)IPs PsNO2'21'40"E 617.26'_ S87'36'28"E ��
2701 ALDERSGATE ROAD
Address
LITTLE ROCK, AR. 72205
94-84579
POINT OF BEGINNING
41 .50
S87'41'29"E
51.49'
�NW CORNER -- -- -- -- -- - - - - - - - - - --- - -- --- - -- L_ IPF �i SW CORNER
S02'21 '04"W 695.24' 29.9g _ NE 1 /4 NW 1/4
```�t11t1funffNE 1 /4, NW 1 /4 - - - - -_ -- - - --- -- -- -
SECTION 15 NO2°21'40"E 591.15 PF SECTION 15
�.� ••........° '., T-1-N, R-13-W N C,; T-1-N, R-13-W
-� ••• 9TATS OF •• --; LEGEND
ASEAN °•LIPF 29.98 IPF
J• <xa '�' IFF • IRON PIN FOUND
NOTE:
Ss j IFS o 5/8" REBAR SET NO PART OF THIS PLAT IS IN THE FLOOD PLAIN
•.� f•° AS DETERMINED BY FLOOD INSURANCE RATE MAP
Qlr'••F» •••'°• �050181-001 OE.
�i. _ �4n A
=THE
LCO
FIRM
201 South liord a Little, Rock. AR 72201 0
LITTLE ROCK PLANNING
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
VEROFY SCALlE
BAR IS ONE INCH ON
ORIGINDRAWING
0�� 1"AL
THISOSHEET, ADJUSTT ONE INCH
SCALES ACCORDINGLY.
PART OF THE NE 1/4 NW 1/4, SECTION 15FINAL
AND PART OF THE SE 1 /4 SW 1 /4,
SECTION 10, T-1-N, R-13-W,
LITTLE ROCK, PULASKI COUNTY, ARKANSAS
PLAT OF TRACT
ECUMINICIAL RETIREMENT CENTER ADDITION
AND ALDERSGATE ROAD
NO.
DATE
REVISION
BY
APVD
SHEET
DATE 1-13-97
PROJ 296-184
NO.
12,
n.
16
U