HomeMy WebLinkAboutS-1273-G Map 1Fitts
Deed Book 86
page 3472
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PAGIS Information
Northing
Eastini
121822.8330
_
1185751.8670
121853.5061
1185474.8123
121877.7085
1185241.1661
122047.6323
1185260.6200
122710.8222
1185348.9270
122694.3 794
1185676.8781
122561.4809
1185658.6168
122330.5913
1185511.1893
122720.97
1 1185146.51
-- ----- 4.07--_40.93-1
S 87°415" E L9 /
Stagecoach Village Circle
Vicinity Map
1" = 2000'
Survey Description
That part of the Northwest Quarter of the Northeast Quarter and all that part of the Southwest Quarter
of the Northeast Quarter of Section 5 TownshipI South Range 13 West more full described as follows:
Beginning at a #4rebar at the southwest corner of the North Half of the Northeast Quarter, said Section
5, and run thence North 2°38'32" East along the west line of said NW '/4 NE'/4 for 792.37 feet to a 2" iron
pipe; thence South 86°55'20" East for 319.00 feet to a #4 rebar; thence South 87°07'47" East for 202.67
feet to to northwest corner of Stagecoach Villa e Tra t A Phase 1 to e City of Little Rock Arkansas; e the Village, c the ty ,
thence the following courses along the west line of said Stagecoach Village, Tract A, Phase 1: South
2025152" West for 155.92 feet, North 87004115" West for 40.93 feet, South 2°32'23" West for 197.37 feet,
North 870 3108n West for 132.16 feet South 20 28 52n West for 111.09 feet South 8703110811 East for
48.46 feet, South 2°28'52" West for 158.45 feet, South 14°34'29" East for 46.00 feet, easterly along the arc
of a curve that curves to the right (having a Radius of 58.63 feet, and a delta angle of 20°36'01") for 21.08
feet, South 83028'09" East for 30.93 feet, South 6031152" West for 171.03 feet to the southwest comer of
Villa said Stag Village, e> Tract A � thence North 84o 14i 08n West leavingsaid west line of saidPhase 1>
Phase 1 and along an established fence line for 48.76 feet; thence North 83058'08" West along said fence
line for 100.00 feet; thence North 83°47'08" West along said fence lime for 100.00 feet; thence North
84°07'08'West along said fence for 100.00 feet; thence North 84° 12'08" West along said fence line for
89.00 feet; thence North 70°49'08" West along said fence line for 16.00 feet; thence North 2°28'06" East
along said fence line for 18.16 feet to the Doint of beeinnine, containim 8.48 acres more or less.
N
2.5'BIdg. Line
]ri2vate Koad, 46' Easement )
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Easement Chart
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20' Easement Type A - Ingress & Egress, Utilities, and Drainage
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s 15' Easement Type A - Ingress & Egress, Utilities, and Drainage
10' Easement Type A Ingress & Egress, Utilities, Drainage
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20' Easement Type B - Utility and Drainage
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10' Easement Type B - Utility and Drainage
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30' Easement Type A -Ingress &Egress, Utilities, and Drainage
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25 Easement Type A - Ingress & Egress, Utilities, and Drainage
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Stagecoach Village Drive - Utility, Drainage, Ingress and Egress
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Stagecoach Village Circle - Utility, Drainage, Ingress and Egress
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I hereby certify that the above property
-6=- 6 ----
--__sa x9__
does not lie in the 100 year flood Zone A
S s7°3ro8" E
132.16 �2.5' Bldg.
Line
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/ Source: FEMA FIRM MAPS
/ hb Community Panel # 050181 0021 E
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N A R Rti N s,% S"
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- 3*BTd .e - - - ��l a a 78 I " ' " I / y IP(F) R E G 1 S T� E
g ^ ^ Stagecoach Village, Tract A, Phase 1 I I ? _--- _ N� PR p0 F 5� A L a
2.5' Bldg. Line -.�, iV �' ` B i�' E E R 0
22 I v i z I Lot 3 Stagecoach Village / 9
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31
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5 10' Bldg. tine 80.61
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29
#4 Rebar(F
Southwest Corner
1/2, NE 1/4, Sec.0'
T-I-S,R-13-W
N 2°28'06' E 18.1!
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N 70049'08" W 16
19
L.5' BIIII Line & Est
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/ S gv�.y No.3246 �5~$0'
89.14 73.01 12.17 I �° I
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Lot 1, Stagecoach Village 6°p5 �ti, � #4 Rebar (F)
S 6 h Con. Monument
'� .....
S gecoach Village Drive (Private Road, 60' 46 Rebar Cap#212 '� e `STATE OF ®e
u F - . _ easement \ / \
I IARKS
N 85°38'23" W 122.40 - ' ` \ / \ \ / ob �:� NO 212AS
eoo \ / \ / `° �;,`� i LAUD9 `%
\ip.
O I \ e \ Lot 2, Stagecoach Village /
Stagecoach imVil
83°28'0ulageCircle 86P.ri15ate R`-46enGt�)
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108 �
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I N o 3 28'09" W 31 2.77
75-2 I° �f---�1.80--- - ° 12.5'Bldg. Line &Est
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N 84°12'OR" uz on 26 5 SS.00 _ L
Legend
Computed Corner
Found Monument (Labeled)
#6 Rebar Set w/cap # 212
Power Pole
Fence
-
Property Boundry
-, __
Powerline
P.O.B.
Point of Beginning
---------
2.5' Building Line
00 11.9
1 I I f N 1 Lot 4, Stagecoach Village
I I N
13 ql < M Iw 12 0 11 51 y s5.00
o F ula
SE
>j OC? - 10 z
>_E 454.6641 / #6 Rebar Ca #212---�''' �kANSPs,
w a 'rnn, unt+'
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55. I 2 38 4 - 5S. o .2 10,Bld . - _ _ ° I Sb5 / Notes:
10 .00 _g Line
83 8'0 100. 0 48 6 - S 83?624" E 234.40 0�0 ?6 Rebar Cap4212 1) Bearing datum derived from PAGIS monument #2070.
N 84°14 0 " - - _ I 2) #6 Rebar with cap #212 set at all lot corners or as indicated.
1 0.00 _
N 84035'08" W 100.00 _I-Eo-
46 Rebar 3) All easements may be used for drainage and/or utilities.
Centerline Curve Data N 83°23'52" W 88 6 N 83° o + 4) Refer to easement chart for easement description and purpose.
CUR
CHORD
CHORD BEARING
RADIUS
DELTA
ARC
TANGENT
Cl
BOAT
N18016'58"E
269.76'
27055'25"
131.47'
67.07'
C2
125.77'
N17019'42"E
244.30'
29049'56"
127.20'
65.08'
C3
69.34'
S50025'33"W
48.1F
92012'36"
77.43'
50.00'
C4
29.39'
S86009'37"W
81.63'
20044129"
29.55'
14.94'
C5
18.63'
S69003'34"W
81.63'
13018'40"
18.96'
9.38'
C6
47.74'
S79030'19"W
81.53'
34002'55"
48.45'
24.96'
C7
73.11'
N40026'28"W
53.57'
86003'21"
80.46'
50.00'
CS
62.53'
N21014'34"E
97.74'
37018'43"
63.65'
33.00'
C9
62.11'
N21008'14"E
96.55'
37031'22"
63.23'
32.80'
C10
70.25'
N47045'14"E
49.35'
90045'22"
78.17'
01'
N 83 S3 46 5446" W 1-110.E --- - _ _ _ _ 5) Linear error of closure exceeds 1:10 000 unadjusted.
° " W 16.28 N 83°40'46" W 100.00 - ' - - _ -�! •Con. Mon.
N 83015'46" W 62.47
1 "= 50'
GRAPHIC SCALE
100, 150'
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision Rules and Regulations,
and all of the conditions of approval having been completed, this
document hereby accepted. This certificate is hereby executed under
the authority of said rules and regulations.
I h4(vk(
Date of Execution L.R. Planning Commission
CERTIFICATE OF ENGINEERING ACCURACY
I, Charles F. Best, hereby certify that this plat correctly represents
a plan made by me, and that engineering requirements of the Little
Rock Subdivision Rules and Regulations have been complied with. /
1 /7/Zs2, 4- a.- ��. _ F. 1�
Datexecution Charles F. Best
Registered Professional
Engineer No.3246
Arkansas
CERTIFICATE OF SURVEYING ACCURACY
I, Charles F. Best, hereby certify that this plat correctly reAsents
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.
Date of Execution Charles F. Best
Registered, Professional
Land Surveyor No. 212
Arkansas
CERTIFICATE OF OWNER
We, the undersigned, owners 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. LL - C
,
j ZOo 4
Date of Execution t' Name IvtA104 " Me-vZ13c,1,
Address CiZZ-Z .into JJ-6�
l„Ne Za�/c s�rt �ZZt�
Source of Title: D.R. page
Instrument No. 2000-32981 •
CERTIFICATE OF RECORDING
This document, number dw4CDuy (, Lp filed for
Record(,if;'tnUa.gA I 20 a 4 in Plat Book
Page 7LOO
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SHEIFT
, ; Clerk
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