HomeMy WebLinkAboutZ-6178-E Map 11
Existing 24" Plastic Culv. `A`
Flow Elev. 303.48 X302 -1 �
- - Marcus Fitts Ripley Development
Existing PRD
i Existing PRD ��
Incoming storm water_ A _�
25 CFS S 8992124" E 850.00 (D)
rr ,
39 2" IP(F) ; -
/� 1 IP(F) S 89°20'03" E�49�9
81.65 _ _ 55.00 _ 55.00 55.01 55.00 55-00 ' 55.00 55.00 '/'55.00 \ 103.3400 78.50 85,27
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N Z 57 L - 58 /gsti vj , STEVEN INGRAM
GEORGE INGRAM CERTIFICATE OF PRELIMINARY
' 85 87 w �9 9 �' / GRAPHIC SCALE
35 76.17 76.03 ^I Green Space 92.84 w m 4
n a i' 00 --� 86.36,:
69.62
`28 27
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\ o 0 o w ; 59.32 55.00 74.53 psi
- 20',Est. c % 20' Est. 92.84 \ ,wi 59
34 76.28 76.68 w 75.89 75.00 17.84 `i -4 4
w fn � 90
x - �'i - a - 86 0 88 0
26 N N rj 121.67
N 25 $ $ 81 0 82 0 m�j m,
77.28 54.89 72.12 0
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m o 2�6 75.79 75.00 %"N�0°0'00" E 209.79c�i 0 60 �a
176.49 76.72 0 x N 1 0 \\\
Md r I }n Proposed PAGIS Monument
33 o N a 79 N. 80 �" 5 0 "' Lot 3
Z 1!2is eq - _ Common Space �' Q I w 20' Est. O 3
24 23 �l .r I'
� � � 50.96 51.14
A\299
76.60 40.30 ,W 81.46 ��SOg -
20' Est..'
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s 36.01 471.85
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4
STAGECOACH VILLAGE CIRCLE 46'ES \\\in
N 85°57'00"183.00-- \
50.p0
„s _ --- ---- --- - 9 7
29 Li 42.25 Np6 i9 �� s N. 5 a' a ni
75,02 55A i p 55.0 49 5� 1 c J•; 4 A m
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N 42,89 12.1 oy m
Xr'I �, m� N
Area 55.00
Detention- �i
Existing wll im LOT 4 J
m o 55 00 0 p,
cal 17 16 o ry 55.00 PC ;.
r
FlowElev'3Of36 o 15 �o m 14 g w 55,00 x;64,10 a ,
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o � 13 ml 12 0 11
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a, Cc 10
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- - _ 00 ori 8 m 6 io °�
#5 Rebar (F) - j
S.W. Corner, L2' - - - -- __
Soso 5'13" E 69 o N tD
-- m 4 w CDD -----
- - 1.34 N -
N 1/2, NE 114 _ 52.74. 36.28 18.T5 -- Subdivision storm water discharge
T-1-S,R-13-W L imnn 2625 28,75 - - (O sem nt --
N 86°41'00" W 89.00 - _ 55,00 6.25 38,7+1 - - - - 634 --- -
N 86°36'00" W 100.00 55.02
N 86°16'00" - - _ 4'.76 -
41-.22 is 71 CFS
51.24 37
W 100.00
_ X5.01 - __
N 86°2T00" W 100.00 - -22.88 - \S 85°55'1T'
N 86°43'00" W 100.00 ° 63.11 Proposed PAGISMunumertf - E 277,52
Diamond Development °
L1 N 73°18'00" W 16.00 p N 874'00" W 100.00 _
Existing R-2 6 25 W 86.00 °�-
L2 N 0 1'15" W 18.16 Dedicated Access Easement to Ripley Property 14.00 X86 26'00 E 100.00 -$8 �-
That part of the Northwest Quarter of the Northeast Quarter of Section 5, Township 1 South, Range 13 uu u0
West, more particularly described as follows: Commencing at the Southwest corner of said NW'/4 NE'/4
Curve Letter Radius Delta Angle- Arc Distance Chord Bearing & Distance and run thence South 85 deg. 55 min. 13 sec. East along the south line thereof for 691.34 feet to the east
A 145.66' 270 02'25" 68.74' N 480 11' 26" W 68.11' line of Stagecoach Village, Tract A an addition to the City of Little Rock, Arkansas; thence North 1 deg. 55
B 156.69' 560 20'19" 153.09' N 620 50' 20" W 146.99' min. 04 sec. East along the east line of said Stagecoach Village, Tract A for 301.87 feet to the centerline of
C 48.10' 92013'43" 77.43' S 490 03'33" W 68.02' Stagecoach Village Drive, said point being the point of beginning and the centerline of said 31 foot
D 82.30' 33046' 17" 48.51' S 770 09'48" W 48.19' easement, easement being 15.5 feet either side of said centerline; thence along the centerline of said Legend
E 85.67' 32024'12" 48.45' S 770 01'30" W 47.81' easement the following courses: South 88 deg. 59 min. 33 sec. West for 125.12 feet; thence North 1 deg. • Found Monument
F 53.58' 86004' 09" 80.46' N 429 65'23" W 73.10' 50 min. 23 sec. East for 285.59 feet to the beginning of a curve; thence Northeasterly for 131.47 feet along #6 Rebar Set wlcap #212 CLIENT
G 97.73' 37018'69" 63.65' N 180 45'39" E 62.53' the are of a curve having a radius of 269.76 feet, Delta Angle of 27 deg. 55 min. 24 sec., and a Chord Computed Corner Clear Address: 9:
H 96,56' 37031'17" 63.23' N 180 39'24" E 62.11' bearing of North 15 deg. 48 min. 04 sec. East for 130.17 feet; thence North 29 deg. 45 min. 45 sec, East for - „ Fence
1 49.35' 90045' 07" 78.17' N 450 16'11" E 70.25' 2.67 feet; thence Northerly 127.20 feet along the arc of a curve having a radius of 244.30 feet, delta angle Easement line LOCATION
J 269.76' 27055' 24" 131.47' N 150 48'04" E 130.17' of 29 deg, 49 min. 55 sec., and a chord bearing and distance of North 14 deg. 50 min. 49 sec. East for - Centerline Road DATE DWG. MAD
K 244.30' 29°49' 65" 127.20' N 140 60'49" E 125.77' 125.77 feet, to the North line of said Stagecoach Village, Tract A, said point being the end of said O Catch Basin
centerline of said easement. - Construction Phase line CAD DWG.
I
Vicinity Map
1" =2000'
CERTIFICATE OF PRELIMINARY
PLAT APPROVAL
All requirements of the Little Rock Subdivsion
Rules and Regulations relative to the preparation and
Submittal to a preliminary plat having been fulfilled,
Approval of this plat is hereby granted, subject to
Further provisions of said rules and regulations. This
Certificate shall expire
Date
Signed,
Date of Execution Name,
L.R. Planning Commission
j R-2 --- _ ENGINEERING ACCURACY 'ff-%p1t o's,
0' S0' 100' 150' i � !►� a
sp I, Charles F. Best, hereby certify that x n
this plat correctly represents a plat made by
Notes: me, and that engineering requirements of the
1) All diminsions are chord measurments unless otherwise Little Rock Subdivsion Rules and Regulations �N
R3
\ noted with arrows or note. have been complied with. � No.3246 ram 1
Signed, gRLES
F
y �e
r
Existing Manhole Date of Execution ..�..r�r
Lid Elev. 294.06
Inv. Elev. 287.06 I Charles F. Best
I / V Registered Engineer
QNo. 3246 ,Arkansas
pro.
��y�g ti
g8°
\ 28• " }
CERTIFICATE OF PRELIMINARY
/ X93
Existing
d Elev. Manhole
SURVEYING ACCURACY
Inv. Elev. 288.19 �,}s$sT sr'►4��hi
1 / I I , Charles F. Best, hereby certify that �...••••..
Lot 1 S 64°16'43" W 28.86 this plat correctly represents a boundry survey :: •STATE OF.••• ,�'�
C-2 $ 1?°41'57" W 44.72 made or verified by me that all surveying A:N0711
NSAS °:
/ �� requirements of the State of Arkansas and City _ �' ; O Y
9A"' of Little Rock Subdivision Rules and Regulations eCf
Existing 24" Conc. Culy.
have been complied with and filed for record as •q �w•. „�
Flow Elev. 289.88 �. %�{ �•.'CES •° .`
required. iI1(�r ••.••.°..• %
I 1
1
/ \
Date of Execution Charles F. Best
Registered professional
/ \
Land Surveyor
i" / / No. 212
Arkansas
/03�� cP
' Source of Title: Pulaski Couty, Arkansas Deed Record Document 20-2664D
\\ 3�
Owner/ Developer
Stagecoach Village, LLC 2,154 feet of road within the subdivision.
j 9222 Stagecoach Road 5,484.29 square feet average size lot
Little Rock, Arkansas 72205 4350.25 minimun square footage on lots.
36,390.88 square feet of common area
.0 -_ y/ Water Source: Little Rock Municipal Water Supply
4,2:7 � �__ � �'k.;' Q�p Source of Waste Disposal: Little Rock Sanitary Sewer
cj3
� Survey Description
TV \ All 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, Township 1 South, Range 13 West more fully described as follows:
i
Beginning at the southwest corner of said NW'/4 NE'/• and run thence North 0 deg. 09 min. 40 sec. East
Along the west line thereof for 792.37 feet to a 2" iron pipe; thence South 89 deg. 20 min. 03 sec. East
% AL Existing Catch Basin
18 Rim Elev. 292.11 For 849.79 feet; thence South 5 deg. 20 min. 34 sec. West for 131.19 feet; thence South 29 deg. 34 min.
�� Source of elevations 15 sec. West for 272.81 feet; thence South 1 deg. 55min. 04 Sec. West for 477.68 feet to an existing
fence; thence along said fence the following courses: North 86 deg. 25 min. West 86.00 feet, North
#5 Rebar 53 87 de 04 min. West 100.00 feet. North 86 de 43 min. West 100.00 feet North 86 de 27 min. West
9• 9•
100.00 feet, North 86 deg. 16 min. West 100.00 feet, North 86 deg. 36 min. West 100.000
feet, North
. Existing 42" Conc. Culy. 86 deg. 41 min. West 89.00 feet; thence along said fence North 73 deg. 16 min. West for 16.00 feet to
�fc Flow Elev. 286.27
the west line of said SW'/4 NE'/4; thence North 0 deg. 01 min. 16 sec. West along the west line thereof
for 18.18 feet to the point of beginning. Containing 13.86 acres in the NW'/4 NE Y4 and 0.28 acres in the
m SW '/4 N E '/4.
161" E
62,54#5 Rebar