HomeMy WebLinkAboutS-0283-H Map 1ECUMINICAL RETIREMENT FOUNDATION INI�.
TANGENT
62.15'
TANGENT
9.26'
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RADIUS
206.52'
RADIUS
320.00'
� 7-
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ARC
120.73'
ARC
18.52'
CHORD
119.02'
CHORD
18.52'
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20.00' WATER A - - _ = - - - F r_ INSTRUMENT EASEMENT to = - ------ - - _ o.
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ENT NO. 91 -02755 - _ = ' A-6.74 7XC
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- - �254 7 \ \ - \ . __.�0 �� ` �0 s90 M'n oO�A*;�` Gs 6 �.lL'N _TOP OF I.P. EL=387.87 4' O \ o'
N i'3PC E .55' \ ? C> x 0 �- 375.93 Ld
S3 S (iORD) . t
PROPOSED R/W DEDICATION ��� 2 �C �\ �\ -` °`' .� %' '. \ 1�y \ '$� x05 �� 1
1 .381 ACRES ± sr�• yo \ ~ �x p3 X�,F. , \ \ v oI> xpp 0
�' ALDERSGATE CAMP �i, Ra) 0� �� �'� ��< ;��e' �� z
PROPERTY DESCRQ'TION 20.00' WA1ER EASEMENT ���9b
INSTRUMENT N0. 91 -02755 `^\,\ BASIS OF BEARINGS: Pen of the Northeast I i4 of the Northwest 114 of Section J111
t on 15 and part of the Southeast I/4 of the F y \ / G x O x 1� 1 t / I� Q^� Li
I North, Ran a 13 West, Little Rock. Pulaski Count x h Q'�S o+�/� 0' O
P A G I S COORDINATE SYSTEM Arkansas being more particularly described as follows
Southwest 1/4 of Section 10 all in Townshi , 8 y x 30 �0 `, 0? 30 i / - �cs 1 G,, �) I d s ►e,ac ►�
o �r:
60 30 0 60 12D Starting at the Southwest comer of the Northeast 1!4 of the Northwest 1/4 of said Section 15, thence • A. S / 11 , 373.7b'
North 88°4..34" East along the South tine of the said Northeast 1/4 of the Northwest I/4 a distance � ' r
of 70 14 to the POINT OF BEGINYLNG, thence North 02°21'40" East 617.26 feet to a point on
N PJA
SCALE 1'=60' ;. P O rn 010*5.84 CFS / I / 2 R°Q.I�I), add
r the proposed Wmeriv right-of-way line of Aldersgate Road, thence along said proposed Westerly (A 25 BUILDING LINE n 1 A= .03 AC
right-of-way line along a curve to the left having a radius of 320.00 feet, an arc length of 483.95 feet / � \ 0 I 6(A % wev
and a chard which bears North 45'42'21" East 439 13 feet, thence North 02*2 ['21" East along the aj - \ 3 .00' TO BE .,USED FOR ALfJERSGATE AD 01 ; x,0 oP % 3 • Ce.�-I'- O
C \ \ DESCRIBED iN INSTRUMENT NO. b 3011 00 - proposed Westerly rightof-way line 375 10 feet, thence along the proposed Westerly 3 feet and
a y - _ A DESG _ 01k �- / , ta�•y- SG1.l�e/l
line along a curve to the right having a radius of 206 52 fen, an arc length of 120.73 feet and a x 1N ) 0� ' �•••- TB �• W ICY
chord which bears North 18'02'13" West 11902 feet, thence North 34°47'06" East alongthe J r O _Y "�'
x`} 11 O x h 0 �0 p �0� p 1 367. 12
CONCRETE MONUMENT proposed Westerly rightof-way line 210 92 feet to a point on the end of existing Aldersgate Road /" { _ p - \ -` s-- ___ _ _- x h__i `� _ p� - x ZQ / / n3 B % • a I s
,I- (60' RV Dedication) as recorded in Book A, Page 32, thence South 55' 12'54" East 30 00 feet to 0 1 1 O ' Q 1 0 = 1.99 C FPS '��- aj0 - `---0rP' - _ - � � -� - � � _ - _ � �x � �'w � (/�)
A T A T E a point on the existing centerline of Aldersgate Road m recorded in Book D, Page 700, thence South ?" t ''� -"j1 , !' r` e 6DIA T C
i• 0 t O A=0.74 AC o xh'' }� . 13 %. �A/N� H 1
31'4T06' West along sued exuung centerline 21 125 feet, thence along said misting centerline on � -� � , I ^ -�� � ( Q
ARK�B = a curve to the left having a radius of 176 52 feet, an arc length of 103.44 feet and a chord which X TB TOE / Q • 1 I /_1! f
bens South 17.53'34" West 101 97 feet, thence South 02'21'21" Westalong said existing centerline '\ 2 0 x P -�.�0 O-�� \ _,--- _ ��__ - i ` '� 361 .25 •
,� 130 01 feet to a point on the end of existing .Aldersgate Road (30' R/W Dedication), thence South I I ,b0' n�0 h i 1 Z _._ `•
Is
14 REQIB'I'E$ S8T 36' 28" E I 87'41'34' Fast 30 00 fat m a point on the proposed Easterly right-of-way line of .Aldersgate Rod I ^� 02 0 x 0� 40 C t crK 1n�►q
PROF � thence south 02-21-21" Wee the s0 09' PS 1 "a' 41 .50's Pad Eastery riBEtof-way line 254.11 fees thence / y Zf
ENGINEER AA along the proposed Easterly right-of-way line os a txwe to the let having a radius of 390 00 feet, S 8 q• 1 8' 3 8„ F _ n c
= * * * '� an arc length of 248.39 feet and a chord which bears South 21006'16" Wes[ 243 99 fat; thence 18.52' CHOf' -- rya
South 88' 5'1 East 187 72 feet, thence South 02 1 40" West 679 71 feet to a - -- NO2'21 '4v
,Q. L -- POINT OF BEGINNING
W C' 1' South tine of the Northeast I/4 of the Northwest 1'4. thence South 88°42'34" West along sued South S 8]• 4 1 ' 29' E I I , �* _ _ __
'l -- z 0 t>� 557.18 IRS
-
.�A ► ,� h �h h _�
O / B x x 1 x � �
..� �Y line 4 167 feu to the POUT OF BEGI\NI�G containing 8 196 scuts, more a less I 0 s U' /
IG� <p 1X 4j
51 .49'
�NW CORNER - - - a owl l
_
NE 1/4, NW 1/4 S02'21'04"W - -
tst,stttrtrrr„, 695.24' - - L.9 - /4
� SW CORNER
�_n18'pgA�•,� SECTION 15 29.99 - -- -- - i� Np'21'40"'E 591.15 IPF' '�o,O� SECTINE ON N5 1
•••''"""-'•`•'= LEGEND T-1-N, R-13-W I� - -
•• ETTATH OF •S x x x x �e T-1 -N, R-13-W
Aa�NNS ••� ; OWNER & SUBDIVIDER IPF -4 IPF 1 3>p 371B07 T.B.M. TOP OF I.P. EL=370.12
IPF . RON PIN FOUND ECUMINICAL RETIREM-NT FOUNDATION INC. 29.98BARBED
, 1
E t
00 FENCE II ! �0 'ri \ to X ON
1* •.� IPS o 5/fi' REBAR SET TOP OF I.P. EL=387.43 eX �o °`'� 00 � �Z \YY ,p �X�0`' �1
0'
xi•,,�rrtri'rYtiias•Zls-cyts�.` ��O `� "t0 �,t0
WEROFY ICALE NCH PART OF THE NE 1 /4 NW 1 /4 SECTION 15 SHEET
rJ �E DSGN 0� �����@p4� BAR IS ONE INCH ON , PRELIMINARY PLAT OF
MEHLHURGER DR THE PLANS AND SPECIFICATIONS INCORPORATED ORIGINAL DRAWING. DWG
FMM RWH AND THE SE 1/4 SW 1/4, SECTION 10E.R.C.NO.
HEREIN, AS A PRODUCT OF DESIGN SERVICES, 0 - t" ' LOT 1, SUBDIVISION B D IVY S I O N
CHK IS THE PROPERTY OF THE MEHLBURGER FIRM T-1 -N R-13-W LITTLE ROCKDATE 6-06-96
=m+•=�-t;oara•tr,-stir.no� MHJ �3'%/I,� AND IS NOT TO BE USED IN ANY OTHER DESIGN IF NOT ONE INCH ON
WITHOUT EXPRESS WRITTEN PERMISSION, THIS SHEET, ADJUST PULASKI COUNTY, ARKANSAS AND PROPOSED ALDERS ROAD PROJ
z0[ south ixaro o scut a�:.k, AR 72201 o sot/37s-s3at APVD E,MW i•.�J V- N0. DATE REVISION BY APVD THE MEHLBURGER FIRM SCALES ACCORDINGLY. NO.
-1
CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY
I, Michael Watson, hereby certify that this plat correctly represents
a boundary survey made by me and all monuments shown hereon actually
exist and their location, size, type and material are correctly shown and the
survey of this property has been duly filed for record in the offices of the
State Surveyor and the Pulaski County Circuit Clerk.
Signed:
to of Exectition i�`ic"%_,e a son .
Registsrd Land Surveyor
No. 951. Arkansas
`RACT 1
EC INICAL RETIREME T
2 I 3 4 l 5 1 b
0X °h PROPERTY LINE CURVE DATA
CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
I, Wes Lowder, hereby certify that this plat correctly represents a plat
All requirements of the Little Rock Subdivision Rules and Regulations relative to
P
SSMH TOP OF RIM EL.=356.70 Q,�x N
�_ ~-`�
made b me, and that engineering requirements of the Little Rock Subdivision
y g g q
the preparation and submittal of a Preliminary Plat hove been fulfilled, approval
8• C IN N.E.=349.53 -�y�Ui'
Rules and Regulations have been complied with.
of this plot is hereby granted, subject to further provisions of said Rules and
8" IE OUT SOUTH 349.45 / ,__
DELTA
3956'19"
DELTA
86'39'02"
DELTA
46.42'43"
Signed:
Regulations. This Certificate shall expire
TANGENT
116.28'
TANGENT
301,82'
TANGENT
138.18'
/
1
Signed:
SSMH TOP OF RIM EL.=346.39
�$D
RADIUS
320.00'
RADIUS
320.00'
RADIUS
320.00'
_ [i�i _.�
1 C T N.E. T IL 14
10" C IN N.W.=337.31
ARC
223.06'
ARC
483.95'
ARC
260.89'
STUB -OUT
date ofEx�ecutlon esW Lowder
xecu ion l'fEr Flock
10" C OUT SOUTH=337.18 \\
CHORD
218.57'
CHORD
439.13'
CHORD
253.72'
Registered Engineer
o
IPF
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No. 4943, Arkansas
Planning Commision
6" 40 Pj0 _
POWER POLE
W/ GUY WIRES x DELTA 49'43'37" DELTA 3727'07" DELTA 17'53'34"
0" TANGENT 176.10' TANGENT 128.81' TANGENT 53.25'
x RADIUS 380.00' RADIUS 380.00' RADIUS 176.52'
IPF 2Q� R' v� ��6 ARC 329.80' ARC 248.39' ARC 103,44'
IPF -- S02-20'51"W 245.50' IPF, CHORD CHORD 319.55' CHORD 243.99' CHORD 101.97'
` @5 DELTA 3.729'47" DELTA 31*08*59"
CENTER ADDITION
-32 REPLATTED 829
' TRACT 4
ECUMINICAL RETIREMENT CENTER ADDITION
�11 v
10
to
-ALDERSGATE ROAD EXISTING FULL WIDTH
R/W A-32 / STREET IMPROVEMENTS
W
% 00
EXISTING 1 /2 STREET
IMPROVEMENTS r°
7 0 00
1 IPS _0 (n
\ 6
ti3g� OT 3CHORD) EXISTING ASPHALT PAVEMENT
A)o' N -_
l4w\
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N18'02'13"EJ
119.02' (CHORD)
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�6. HIGH CHAIN LINK FENCE
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