HomeMy WebLinkAboutS-0283-G Map 1u
CERTIFICATE OF PRELMINARY SURVEYINS ACCURACY CERTIFICATE OF PRELIMINARY DONEIRING ACCURACY
I, Michael Watson, hereby certify that this plat correctly represents I, Was Lowder, hereby certify that this plat correctly represents a plat
a boundary survey made by me and all monuments shown hereon actually made by me, and that engineering requirements of the Little Rock Subdivision
exist and their location, size, type and material are correctly shown and the Rules and Regulations have been complied with,
survey of this property has been duly filed for record in the offices of the
State Surveyor and the Pulaski County Circult Clerk. Signed:
Signed: �- -
i on R--- Date o Execution
es rEn sneer
Date o x{ E ecutlon c oe a e9 atered g
Registerd Land Surveyor No. 4943, Arkansas
No. 957. Arkansas
55' 12'54" E
Mot
4
I 5
I
6
s'
X�� p-y-----=Qw�
PROPERTY
LINE
CURVE
DATA
SSMH TOP OF RIM EL.=356.70�x tip
8" E IN N.E.-349.53 -_�h
1
Q
Q
8" FE OUT SOUTH 349.45 i/ ` -_ '�
DELTA
39'56'19'
DELTA
13.41'09"
DELTA
88743'08"
SSMH TOP OF RIM EL.=346.39
��
TANGENT
116.28'
TANGENT
50.40'
TANGENT
244.47'
6" E IN N.E.=337.64
RADIUS
320.00'
RADIUS
420.00'
RADIUS
250.00'
10" STUB -OUT TIE IN N.W.=337.31 \ SO
ARC
223.06'
ARC
100.32'
ARC
387.11'
IPF
10" E OUT SOUTH=337.18
CHORD
218.57'
CHORD
100.08,
CHORD
349.58'
q
Fi 00\
POWER POLE x D
Q
Q
Q
S
W/ GUY WIRES
DELTA
86'39'02"
DELTA
25'1 V40"
DELTA
46-42'43"
0"
TANGENT
301.82'
TANGENT
93,86'
TANGENT
138.18,
- x 1
RADIUS
320.00'
RADIUS
420.00'
RADIUS
320.00'
„gyp
ARC
483.95'
ARC
184.68'
ARC
260.89'
OJ�Bti
CHORD
439.13'
CHORD
183.20'
CHORD
253.72'
A
A
��.�1
DELTA
11*30'31"
DELTA
12'54'33"
DELTA
25'50'54"
TANGENT
42.32'
TANGENT
54.30'
TANGENT
110.15,
�O �Q
RADIUS
420.00'
RADIUS
480.00'
RADIUS
480.00'
ARC
84.36'
ARC
108.15,
ARC
216.55'
\' IPF
CHORD
84.22'
CHORD
107.92'
CHORD
214.72'
• �� P� O x 02
�S2g•4Q '� p6.
S03'36'18"E ?0" c�`'\� DELTA 25'3T54" DELTA 34'25'15" DELTA 34'25'15"
100.08' (CHORD) yy:'�* �JO - TANGENT 95.54' TANGENT 59.22' TANGENT 63.97'
RADIUS 420.00' RADIUS 191.17' RADIUS 206.52'
�� �6 GS x 14 ARC 187.89' ARC 114.85' ARC 124.07'
`A, °o,,. x '1 coX ,Lo ,`0 353.78�,,\`
0 p CHORD 186,33 CHORD 113.13' CHORD 122.21'
0� o GS
@ � 35�,.B4 +x. �. Q ,
GG.02
Sa 355
x doll / 360 c _ -
354.62
ti
- ro Gc
_. x . -' .o x ��� ,\ � � .,�y� DELTA NGEN 48,32,25
350 RADIUS 450.00'
•�� S� ,\ \ YR.! / ARC 96.27'
QIOi6.46_CfS- "' 0 ��:-"i/ --- - -- - �°. 360.GS
15 oci. - ` - x O9, CHORD 96.08,
6� O - -------------
X `�\ 60
0 66 -Y x 0 01 ---- DELTA 25'14'32"
rco "0 3 8.68 '7 "� �. ,,� r7
1 13.13' (CHORD) 186.33� (CHORD) �00'r, 2 1 P5 �� __ IPS . -�72 �_ 157.880 IPS 3�p \'��m�'x �a - �' X 0O RADIUS T 450.00'
V O '„+! , % 3�0 ` 360� ARC 198.25'
l7
EXISTING ASPHALT PAVEME T - ; , - CHORD 196.65'
/� /
/ O .��� G PO 2�!0 IpS D� l i-- __ -_._.- /ti\ Co'X ti ` .` Gc� ... 0� 1 �0 `)p
I+ +��� o �y°° N10'35'0 h2 55 y � --- 1. x cj x 2 X
P� ; 20 51 �� �� j °h 509'1'"-E 483�2@�-`' -__- �. �h' �s� p a ...
Q F3 -- ; -
�� 198 ORD) 160 /' n 0 -�G -
'mil `I 0 ,I d' }�ORD�.
A
N 17034'29" E
122.21' (CHORD)
u
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
All requirements of the Little Rock Subdivision Rules and Regulations relative to
the preparation and submittal of a Preliminary Plat have been fulfilled, approval
of this plat is hereby granted, subject to further provisions of said Rules and
Regulations. This Certificate shall expire
Signed:
a eii�i of x�c�,on , e oc
Planning Commision
IPF
S02'20'S1"W
ECUMINICAL RETIREMENT FOUNDATION INC.
r
S 15"26'43" E
107.92'
oj< (CHORD)
V)
0/
w S 16' 12�'OS" E
P
Ln 84.22' (CHORD) I
w° 001
PROPOSED ALDERSGATE ROAD Oro' �a 0
(60' RIGHT-OF-WAY) NI �0� �X
1.003 ACRES
EXISTING 1 /2 STREET INS RUMEATER10EASEMp j55
IMPROVEMENTS �9
v 214.722(CHORD)
0 S1 T34'29"W S10'2 'S0" E
245.50' IPF
N88'55'
12" W
61.08'
rEMPO
RY i
TUL-D
-SAC
zG
1
RADIU
o-
I �0, 37 _.
FIF
THIS PROJECT
tP A DESCRIBED NV INSTRUMENT NO. 8 33011 <- 0' x �� OWNER 8 SUBDIVIDER:
206.52 feet, an arc length of 124.07 feet, and a chord which bears North 17034'29" East 122.21 nn '�
feet; thence North 34°47'06" East 210.92 feet to a point on the Westerly right-of-way line of 'PO 1 �:A \ ` `,�<b `. �p r
Aldersgate Road (60' R/W); thence South 55012'54" East 30.00 feet to the centerline of said J "\ X` - _ h x oj° . cl �0 p 01 TB% / 1b'0 367 TO
12
/"' 4 x 4 O
Aldersgate Road right-of-way as planed in Book D, Page 700; thence South 34047'06" West along �60Q 10' 1.21 CFS °� - °� _ _ _ _��_- h.- - ' _ p� x ��. 372�'78� b : TB
saidcenterlitx206.38feet;thetcealon said centerline , _ 0 -" -- ,,: ' _ - _"- x ECUMINICAL RETIREMENT FOUNDATION INC.
-
B 8 a radius of A - . 44 AC 0 ��p. 6 .
191.17 fee[, an arc length of 114.85 feet and a chord which bears South 17034'29" West 113.13 Q n% p x.r 0� ' -' 13
feet; thence South 00°21'51" West along said centerline 122.27 feet; thence South 87°36'28" East X 1`> x L0 �0 6 `0 O l ( ' I �
29.87 fee[ to the End of said road right-of-way; thence along a curve [o the left hav ng a radius ALDERSGATE CAMP ag' 00 x p q0 0° �0 �; 361T25
of 420.00 feet, an arc length of 187.89 feet and a chord which bears South 10027'50" East 186.33
feet, thence South 21"04'48" East 204.22 feet; thence along a curve to the right having a radius �,•"'; x 1°
of 480.00 feet, an arc length of 108.15 feet, and a chord which bears South 15026'43" East S. I� i'" / i S� / �h.
107.92 feet; thence North 88055' 12' West 61.08 feet; thence along a curve to the right having N0.
2'2147"E -� - IP PO!OT OF BE 11NNI
a radius of 420.00 feet, an are length of 100.32 feet, and a chord which bears South 03036'18" � � ""� ; '
East 100.08 feet; thence South 02021'40" West 157.88 feet; thence along a curve to the right CV�I I
z 420 �s•
having a radius of 250.00 fee[, an arc length of 387.11 feet, and a chord which bears South 00 �0 4yfo' ; 6� 1
4 1
46°43' 14" West- 349.58 fees, thence North 88 55' 12" West 226.34 feet to the POINT OF �.� O V ° x p° I x
BEGINNING containing 6.362 acres more or less. -- __ _- op, I a 1C
,,trttttt, s02'21'04"w --
695.24'• - 29.99 - 391.15'' � _ - � -
�TT� �
LEGEND - 1'4 SW CORNER
M
200.0 _ IPF' =di61 SECTION N5 1/4
fa'9TATiOP'0 * x x -{ x + x o 02`2 0'. �0__oa I \3/ T-1-N, R-13-W
Na %IPF TB T.B.M. TOP OF I.P. EL=370.12
�e '� IPF IRON PIN FOJND 9 98 IPF BARBEDJ 3j0 0� 371.07
S �t WIRE I j
t IPS 0 5/5' REBAR SET T.B•M• FENCE �I I 's 2 ! x pu �\ \` �X `V\ x coxo yl
gj TOP OF I.P. EL=387.43 o x 00 x 0 1 �\
DSG4 " VERRFY SCALE PART OF THE NE 1 /4 NW 1 /4, PRELIMINARY PLAT of
® Z'HE G3QM�3Q Old DOOM ]Q[�14�-3 BAR IS ONE INCH ON SHEET
MEHLBURGER DR THE PLANS AND SPECIFICATIONS INCORPORATED ORIGINAL DRAWING.
FIRM RWH HEREIN, AS A PRODUCT OF DESIGN SERVICES, 0 - 1" SECTION 15, T-1 -N, R-13-W LOTS 1 & 2 E.R.C. SUBDIVISION N0�
IS THE PROPERTY OF THE MEHLBURGER FIRM LITTLE ROCK CHK MHJ AND IS NOT TO BE USED IN ANY OTHER DESIGN IF NOT ONE INCH ON DATE 9-22-95
WITHOUT EXPRESS WRITTEN PERMISSION. THIS SHEET, ADJUST PULASKI COUNTY, ARKANSAS AND PROPOSED ALDERSGATE ROAD PROJ
201 South Izard a LRue Rock, AR 72201 0501/375-5331 APVD BMW NO. CATE REVISION
BY APVD THE MEHLBURGER FIRM SCALES ACCORDINGLY. N0 295-182
60 30 0 60 120
SCALE: 1'=60'
to %TATIE cp�i
40 ARKS
REGISTERED
PROFESSIONAL
ENGINEER
# # or
No.4943
I
CONCRETE MONUMENT
S87'36'28" E
41 .50'
NW CORNER
NE 1/4, NW 1/4
1 X o X a
- _ F
;Rv4 ' T, r + \ cp Z c 2 �p�� "��' I, U7 I :, ` Yy'��' �nj00 .�0 ,�\A `'1.� 5 C `� �'��_-. -�'1 -
O� 2r
y I L' I� I N 15 a, 5,V E 0 0� x e; c� X -
M LOT 1 N 2 96.W'/(CHORD) 1 0� C3j0
p 1 .i �h: p �� x C^ O `.� �O 0.778 AC,IS _.L�_.. x 2 .c0 P,` ...-.. R
X D li
% G IPF--TOTAL AC ECG L
2' O
^0 10 = 1.99 C�FS
,2 78 A= .74Ac
^
p t
» �1 W 380 " x - --- ���0p ----
S8738 54 E 6$.20 .� ��\ ` \ - - ��'0.�®/ :! vAp ,-- �x p�� 5 __ x
6' HIGH CHAIN LINK FENCE
0 W ` T
T. s'tI \ l 5 / `� �9000' x o, '� fix \ 0-
TOP OF I.PEEL=387.87 "7t�% '� 0`0001 OX 4� \ 50� \ \ �%��1 0 � 1
?'fit` ? \ 4n rah / O ZGS
LOTT 2 �c ° \ 0 x 2 - 375.93
PROPERTY DESCRIPTION � �+ IC \ \ I c� 0 x .873 ACRES
x'
Part of the Northeast 1/4 of the Northwest 1/4 of Section 15, Township I North, Range 13 West, /1l x p 2 x o-,\ 0' p I X e1
Little Rock, Pulaski County, Arkansas being more particularly described as follows: �J� �rf0 \ 0�' +' i ��� \ \ n 0� raj I 1P'
F ) \ 20.00' WATER EASEMENT \ IPS
Starting at the Southwest corner of said Northeast 1/4 of the Northwest 114; thence North IR'S INSTRUMENT NO. 91 -02755
02°21'40" East along the West line of said Northeast 1/4 of the Northwest 1/4 a distance of \ �x
200.00 fee[; thence South 88055'12" East 70.00 feet to the POINT OF BEGINNING; thence QN \ x tiO ''g • 0 ��1 ��. ', 0y LO ( Ox 1
North 02"21 47 East 420.16 feet to a point on the Northerly side of a parcel of lard described J G\',` �° v�0 „p�" �0p �a0' /' O x �, I�
m Instrument No. 87 33011 to be used for Aldersgate Road; thence along said Nort:lerly side of �. , 0 �+ g-k....-GS - x h
said parcel on a curve to the left having a radius of 320.00 feet, an arc length of 483.95 feet and �y ', I O ;/ �^ j �n 373. 7,
a chord which bears North 45042'21" East 439.13 feet; thence South 87°38'54" East 68.20 feet, Wt ` \ ° ZONED 0-3 0 010 = 2.72 C FS CID
a / / N. f
thence North 21004'48" Wes[ 43.03 feet; [hence along a curve to the right having a radius of ® (tt 11 A = .99 AC // J It /�,
480.00 feet, an arc length of 216.55 feet and a chord which bears North 10012'48" West 214,72
feet; thence North 00"21'51" East 122.78; thence along a curve to the right having a radius of �Cjy N! \���\/ 3 .00' TO BE . USED FOR ALDERSGATE AD
A
D
U