HomeMy WebLinkAboutS-0283-H Map 3CERTIFICATE 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.
Date of Execution T-Olc ae on
Regieterd Land Surveyor
No. y57, Arkansas
TRACT 1
ECUMINICAL RETIREMENT
CENTER ADDITION
A_-32 REPLATTED A-829'/
CERTIFICATE OF PRELIMINARY EN094EBMG ACCURACY
t, Was Lowder, hereby certify that this plot correctly represents a plat
made by me, and that engineering requirements of the Little Rock Subdivision
Rules and Regulations have been complied with.
Signed
ate of Execution Was Lowder
Registered Engineer
No. 4943, Arkansas
• IPF
TRA 4
CERTFKATE OF PRE].MIWIRY PLAT APPROVAL
All requirements of the Little Rock Subdivision Rules and Regulations relative to
the preparation and submittal of a Preliminary Plot have been fulfilled, approval
of this plat is hereby granted, sub)ect to further provisions of said Rules and
Regulations. This Certificate shall expire
Signed:
Date of Exiscution a oc
Planning Commision
IPF - S02'20'51"W -
Fi :UMINI(_.'AI RFTIRFMFNT FnI INF)ATION INC.
_'45.5G'
• IPF
521205
IPF
STOP OF3 RIMEL.=356.70
SE IN.E
8" E OUT SOUTH 349.45
SSMH TOP OF RIM EL.=346.39 /\
\''DSO
6" E IN N.E.=337.64
10" STUB -OUT E IN N.W.=337.31
10" E OUT SOUTH=337.18
`
66n �h0
POWER POLE \ ,UP
W/ GUY WIRES 1
Pro
PROPOSED SEWER MAIN "AZ
EXTENSION W/EASEMENT
PROPERTY LINE CURVE DATA
®
AS
DELTA
39 56' 19"
DELTA
86 39'02"
DELTA
46 42'43"
TANGENT
116.28'
TANGENT
301.82'
TANGENT
138-18'
RADIUS
320.00'
RADIUS
320.00'
RADIUS
320,00'
ARC
223,06'
ARC
483.95'
ARC
260-89'
CHORD
218,57'
CHORD
439.13'
CHORD
253.72'
AS
DELTA
49'43'37"
DELTA
3727'07'
DELTA
17'53'34"
TANGENT
176. 10'
TANGENT
128.81'
TANGENT
53.25'
RADIUS
380.00'
RADIUS
380.00'
RADIUS
176.52'
ARC
329.80'
ARC
248.39'
ARC
103.44'
CHORD
319.55'
CHORD
243.99'
CHORD
101.97'
DELTA
3-729'47'
DELTA
31'08'59"
,_�D TANGENT
62.15'
TANGENT
9.26
RADIUS
206.52'
RADIUS
320.00'
ARC
120.73'
ARC
18.52'
CHORD
119.02'
CHORD
18,52'
`ti IPF t
ECUMINICAL RETIREMENT NTER ADDITION rnl
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LEXISTING FULL WIDTH
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STREET IMPROVEMENTSkA
1 20.00' WATER -380 j'xa �/ �P' 01 _ F �� tih GS Fr / 2 350
�' EASEMENT - S , _ -
M rEXISTING c STREET `
IMPROVEMENTS
%vt INSTRUMENT NO. 91-02755 `� `� _ 360.15
36
x
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366.68 �� �0
6 e� .� G, - - . , _. SOZ21_4CrW 679. � _ 360Ak -
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119.02' (CHORD)
507�21'21TW 245.11 0 0 P `�_" aP ` lao �. �a �0 °6 ) 1 ��-2� \, C,
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I 'k ' T41146 ,�.,.A
VICINITY MAP
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� - 6'�6„� t'
� Q1Q=r1.99 CF5 � � '�-' Z� � � A=2.62 AL I. WATER SOURCE:
�n ��0 r LLJ EXISTING 12" L.R.M.W.W.
�1 0 .- IZ AFG.74 A 90 �� x� ) ZONED MFI2 TO MF18 - .� - - r.. x F WATERLINE
102'21'21 E -_ ti -- �@� - - x a 2. wAs EwATER SOURCE
S8738'54" E 60.00' IPF ` , \ \�\ IF, (O o X��e /' 4 X ap o x per\ 9� ��P �i �� w SEWER MAIN EXTENSION
y TO EXISTING L.R.WW. MAIN
LINK FENCE GIS lJ�t1EAdT) 0 'p ��---
T.B•M' 2S' ...\ W _ i 4 390 e° x e� x� O
TOP OF I.P. EL=387.87 44
x Ox _ ---' - ��. �s ''�� 1rO GS =
^ lr • �,/--'0h' N • a.M E .dI `J' •.7.r±a V x 20\ - ---- n' 375 93 �
S3 ,
PR POSED R W DEDICATION - _ �0 \ �1 x 0
0 �
\\ 1.381 ACRES f
C PROPERTY DESCRIPTION ALDERSGATE CAMP
BASIS OF BEARINGS:
r. t Pen of the Northeast 1/4 of the Northwest 1.4 of Section 15 and pan of the Southeast 1/4 of the
P A G I S COORDINATE SYSTEM Soudm t 114 of Section 10 all in Township I North, Range 13 West, Little Rock. Pulaski County,
Arkansas being more particularly described as follows
Ll;
60 30 0 60 120 � Starting n the Sotahwat eorm of the Northeast 1/4 of the Northwest P4 of said Section 15, thence
North 113*4234' Est its the South fine of the said handsaw 1/4 of the Northwest 1/4 a distance
SCALE 1' =60' of 70 14 to the POINT OF BEGINNING, thence North On 1 40 FAst 617 26 feet to a point on
the proposed Westerly rightof-way line of Aldersgate Road, thence along said proposed Westerly
right-of-wav tine along a atrve to the kit having a nda of 320.00 feet, an arc length of 483.95 fad
00 and a chord which bears North 45.42'21" Eut 439 13 fin, thence North 02`21 21 East along the
rn proposed N'eataly nghtof-win, line 375 10 feet thence along the proposed Westerly nghtof-way
line along a carve to the right having a radius of 206 52 feet, an arc length of 120 73 fed and a
chord which bears North I9•02'13" West 11902 feet, thence North 34.4706' East along the
rIs�SAT! OR
i t As
H / * A •
NO.4943
LOWD_.F
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CONCRETE MONUMENT proposed Westerly dghtofwm line 21092fee to a pant on the end of existing Aldersgate Road
(60' R/W Dedication) as recorded in Book A, Page 32, thence South 55' 12 54" Fui 30.00 fed to
a pass on the Wang oemafioe of AWasgate Road As raoorded in Book D, Page 700, thence South
34.47'06' West along said existing centerline 211 25 feet, thence along said existing centerline on
■ curve w the left having a radius of 176.52 fed. an are length of 103 44 feel and a chord which
bean South 17.5334" Wet 101 97 feet, thane South 02.21'21" West along said existing centerline
13 n,r\ \ \, a' `o pA O� A01 I
Q
20.'
EAS
IPS \ NSTORU ENTE NO, 91"-02755
EXISTING �,�` o vX Id
12 WATERLINE OI� x G� ' H °� 0� x 2
7i �. 0° v
�� O aj � x ti~ � GS Lry x hS
\ CIO
I
W V � 1 I � 010�5.84 .�FS
'1 \ 25'BUILDING LINE j A=� 03 AC/
/i\ a! \ \ 00' TO BE. USED FOR ALDERSGATE�AD o
Os, 0 A DESCRIBED itJ INSTWMENT NO. 87 r33011 0e° x 000 1
%��", e'er 367.12
x
B
1 `� 010=1.99 CFS T
=0.74 AC o x�3 13
�. x,\0 ,L0 ♦` K 00 OE
x Dv ;'�0 O� a , 1 - ,,•, n�ro(1. _ 36t?25
130.01 fad w a point on the and of existing Aldengate Road (39 R/W Dedication); thence South
S87 36'28' E 87.4134•Ew3o00fees to. point ® x
po propwad Easterly righ[ot-way line of Aldenge[e Road n)0 /' ,� - .� � -
41 .50' there South 02.21'21' West along the proposed Easterly rtghtof-way line 254 11 feet, thence 09' IPS ( OPOSED PAGIS MONUMENT) '�� h4D
along the proposed Easterly righlof-way line on a curve to the left having s rdnu of 380 00 feet S89' 18' 3$ E IPS ..,,. _- -_ • _ , ' CENTERLINE CF 20' / 4
an arc Ian& of 249 39 fen and a chord which bears South 21.06'16" West 243.99 fed, thence 1 8.52' (CHORD) c - -- - -- ,.._ .: - _ _ ORDD� N EAS MENT , r
South 88055'12' East 187.72 fed, thence South 02'21'40" West 679 71 text to a point on the said IPS I s a 13 0, P �-•� / ,,--POINT OF BEGINNING
Swth •lithe Northeast 1/4 of the Northwest 1/4, thence South 98.42'34' Wm along said South I x a ��x A0 N07, 1 TV JJ70 8 59 -- / IPS
Sw 471.64 fed to the POINT OF BEGINNING connioisg 8.1% ecru, more or leis
- - - 51 .491-29 E
�NW CORNER - c,
S02'21'04 W �1 �w
NE 1/4, NW 1/4 695.24', 29 g -//// SW CORNER
SECTION 15 K x - ---- _ NE 1 4 NW 1 4
T-1-N, R-13-W r1 M NO 21'4 __ /
I� 2 C3' E 591.15 - -- // IPF SECTION 15 /
LEGEND OWNER & SUBDIVIDER: N N x x x �'3- T-,-N, R-13-W
IPF I-�� I 3> 7T8 T•6.M. TOP OF I.P. EL=370.12
IPF • IRON PIN FOUND ECUMINICAL RETIREMENT CENTER FOUNDATION, INC. 29.98 IPF BARBED / o 3 1.0�
(SOURCE OF TITLE : INSTRUMENT NO. 94-84579) TB.M. wE"cE j I/ c�` ,�, � �`, > rho' LITTLEFOf'I<pL I
IPS 0 5/8' REBAR SET l
THE
MEHLBURGER
MM
lmr,l o Unit Fees. AP -_L- O 5C1j375-5331
�`'lN 1 6-19-91
R R W H 2 E 2&9
HK MHJ
:)VD BMW n ��r ,,_ % NO. DATE
ADDED 2C' SAN. SEWER EASEMENT AND RECORDING INFO.
ADDED UTILITY INFO AND ZONING CHANGE
REWSION
DEG BMV,
DEG BMW
BY IAPVD
TOP OF I.P. EL=387.43 '°N ANN,�C
o COiiIU( SSIDI� AFr 1fED
o x 0 0�.
x h BY:
DATE: -S =
G'3L3M�3L3 OD G DD 00 C�U� L!snU� AR ISO INCH SHEET
THE PLANS AND SPECIFICATIONS INCORPORATED BAR ONE NCH ON PART OF THE NE 1 /4 NW 1 /4, SECTION 15
ORIGINAL
OAL DRAWING.
HEREIN, AS A PRODUCT OF DESIGN SERVICES, 0AND THE SE 1/4 SW 1/4, SECTION 10
IS THE PROPERTY OF THE MEHLBURGER FIRM T-1 -N R-13-W, LITTLE ROCK
AND IS NOT TO BE USED IN ANY OTHER DESIGN IF NOT OON? INCH
ON '
WITHOUT EXPRESS WRITTEN PERMISSION. PULASKI COUNTY, ARKANSAS
THE MEHLBURGER FIRM SCALES ACCORDINGLY.
PRELIMINARY PLAT OF
DWG
LOT v5, E.R.C. ADDITION NO.
DATE 6-06-96
AND PROPOSED ALDERSGATE ROAD PROJ 295-182
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