HomeMy WebLinkAboutZ-6178-E Map 3as,
i
Existing 24" Plastic Culy. _
Flow Elev. 303.48 302 -� Ripley Development
Marcus Fitts Existing PRD
Existing PRD
� Incoming storrr water25 CFS
392" IPF S 89°21.24'E 850.00 (D)
--
O 1" RIF) S 89°2003" E 8449:79 (A)
i 81.65 55.00 / 1,55.00 55.01 SS 00 55 00 65 00 - 'Ar
- - - -- - - - - - -i _ 81.50 ' 95.27
- --T - - I X55.00 S.1111U I
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81.5 ,5.00 5 ,00 - 55.00 _ 55.00 tv 55 2 31 l 86.33 114.72 o
- - I r - 0 55.00 55.yu m 55.0 �� - .7
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53 -A
J PIv r + �OI -4 m 54
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38 3637 32 w�.31 �i
W _c9 s N� cp` �
� � � #4 Rebar
c - ' 39.97 ! 55.00 I 91.51 108.47
55.01 55.00 55.00 ' 55.00 58A0 45.77 q6 2
L
.5 82.29 A 55.00��\ 5.0 - - ��� - - - - - - - 1 __o� 55 ' 56
o _ .87
50.0 S 89021'24"E 410.15 N
76.02 \ 20' Est. 101 -- - 0 --
N o
'c ! -- - -- - -- -- Q rD - 114.93 20'
Est. 1'5.97
ro 36
0 U_
0 o �j, / 111.12
°0 X �I� v-�+ 30 29 $ �titi 49.36 _ 92.85 X59.21 55.12�� 6 .56 5 C �o
� in Ig i ua ry
a 2Q. ii 84 �1 N ? 57 y 58
85 w $7 Lo ry I 89 k o ti
36 a Green Space 1 m I
78.17 f6.53 P 92.84 m
2' c° - 00 " r 89 38 ' 89.62 y
Vicinity Map
1" =2000'
STEVEN INGRAM
GEORGE INGRAM
R-2
CERTIFICATE OF PRELIMINARY
PLAT APPROVAL
All requirements of the Little Rock Subdivsion
Rules and Regulations relative to the preparation and
Submittal to a preliminary plat having been fulfilled,
Approval of this plat is hereby granted, subject to
Further provisions of said rules and regulations. This
Certificate shall expire
Date
Signed,
Date of Execution Name,
L.R. Planning Commission
CERTIFICATE OF PRELIMINARY
ENGINEERING ACCURACY �Ista F
ARKANSAS
o a
I, Charles F. Best, hereby certify that +4I e a R
nl 0
J
O ,
en � 0 1
i this plat correct) represents a at made b
-- 27 N P y I P y R>Cf,IST
P+ 83
- - - - - o - - o ro 59.32 55.00 77.53 I erg �yme and that engineering requirements of the ; PROM
S 1
I o o i
ra o ro �
1�
41
Little Rock Subdivsion Rules and Regulations F
76.39 75.00 17 A
34 �6, 201Est. ro 20' Est. 92.84 w� 59 ��ym'� have been complied with. �j) N 3246 5� 1I
b 'th
o.
28 76.57 w' 64 90 a 9� 1
l � - _ , - y- -- - I v'i -- - � - 86 "' 88 "' I � ^o Signed, `""•'4R ES
o , o
cn to to Existing Manhole Tom+
26 •�" �I NI en an �- � cn � o 0 1� � I � 124.87 X96 �
' Lid Elev. 294.06
M ,`� }° 25 0�' c 81 c 82 0o w � b Date of Execution
- - - - - o CO 2400 77.28 54.-8_9 75.12 y I ^� w Inv. Elev. 287.06 Charles F. [Lest
��� ' N 40°0'00" E 209.79 W in 60 a ��w i - �t j Registered Engineer
to j ! � l a ,/ ,FY q No. 3246 , At
x o
° 178.49 / 76.72 _
i o in`� Proposed PAGIS Monument ti `
33 to
m m 78.29 75A0
o W' ° 24 23 �,� 79 SO _ 50.96 Est. 51.14 O-3
-- H Lot 3 _ n�
�� - -� - - - �9 - - Common S ece t9� -S6 ° wY
76.60 40.30 )� a 4�1 o - �� es 8 26, ° Y`
"o p
--- - 81. 15.00- a z ? E
p o�� X82' Ex CERTIFICATE OF PRELIMINARY
20' Est. bb _ "Existing Manhole
? �� ! _ 156.98 - -- - �� M,rg w ?9� Lid Elev. 294.09 SURVEYING ACCURACY rvrrurrnsnq
7$ CZ1o g 0 �� �., Inv. Elev. 288.19 �O`�Cij�TEJ>'
32 �o i 22 4s o iv - j; m o w os -
tics" `KJ
o�w 8S m 118.46 _�_____. 90 0'00" E _ - Lu 0 61 6? N ��, �: 1 ,Charles F. Best, hereby certify that �•o °"•°•••••••."
h �,
m W ,�„
° - _ �._ S 64°18'43" W 28.86 this lat correctly represents a boundr survey �� �" "°• ��
P P Y Y STATE OF •. t
y 111.68 5 Lot 1 •:&t;5AS
oti 5.24 54.76 /
, ,'� - C-2 ma r verified by m r surveying ���� NO 212 s
04.32 y �, `�i q ��.. _ S 1 T41'S7" W 44.72
made 'fie etlatallsu
- ��� " f,� requirements of the State of Arkansas and City _ -+�• }
oil' 1�. o - _ l� 91 s! of Little Rock Subdivision Rules and Regulations Cry'. 2:
i w �� W
h 76 77- m 67 N v °0 24;00 :. 39.02 47.6$' �� Flow Existing
289.88 c. Culy. g ? �� '.OSS g` 0 1
31 68 N o N 90°0'00" W 98.68. Cc required. P
y 11.68 r --- / have been complied with and fled for record as�'" '
Q-
v"J
a. _ - - j .9��LAN�,,
- -- °+i �e� 98 56.79.', i S 88059'33"W 150.85 w V� r t n r r
Est. �,
e
> - - 7- o
-
CO ''� 1 55.24 54.76 1 of 64 W q Date of Execution Charles F. Best
f / I
', n+ i o,+ ro i _ - i
20 m ,`� 72 69 v B Registered professional
1 o N N Land Surveyor
446 4B� �, w� N 97.08 V 51.43 �6,r� No. 212
66.49 4.�' I �J 38.84
?�
79.2e `, A s,ra s �I 66 65 SOI Lot 2
Arkansas
30 s 74 w 5725 54.89 w �I o n � 1
O a �.
� o � � j� � } I w � y ;' � Source of Title: Pulaski Couty, Arkansas Deed Record Document 20-2664[)
63
m v - �-' _ _ _ - -
19 I a 37.73 1�:3 68 90 ^i°' 2 'e 3 ` h
105.51\ p 70 a 61 �g9 tA�4 --- 70 1 c -ocY' A OwnerIDeveloper
A b �N 88.15
w H \ ry V Stagecoach -
8
-4 . m
79,141 v1 73 iw 0 71 ro oa - D A� - .- _ C to �\ h Village, LLC 5,484 29 square 2,154 feet of df ettaverage sizehin the lot
ion.
F
N d g� p9 y, ? 5700 W 138.15 Little Roc Arkansas 72205
o, 0 9 3 tS h S S 9222 Stagecoach Road 4350 ZS minimun square footage on lots
0 73.04 9 y1 6- ^` „ 9P - - T -4G 36,390.88 square feet of common area
d 59.63 3.0 37J 1 6 C
- F �•0� 308 A
I $ _ •78 Source of Waste Disposal: Little Rock Sand ewer
°O, 35.01 7 5.5.00 i 4g 1a 6 51.56
- 6 � `, � 18.81
3
- 0 -- - - P Y
\R <qG� 4� 22 "`V /
STAGECOACH VILLAGE CIRCLE 4 �3.
' Water Source: Little Rock Municipal Water Supply
50•� N 85°57'00" 183.00 _ 5' EST. 3yp� r1 9 V 29a SRN X03 �� cj
i N
29 5.02 w 51.12 55.1 - -- -,�48 N09 '8y � % roI 5 H m A F 6� A.Z wow
55.00 r3 0 +t o
3 0 .a m _ $ „H, . C9
N
I �„ � o y Survey Description
Area 42.89 12.1 /
ExistingDetention- _ m o, o �M LOT 4 h All that part of the Northwest Quarter of the Northeast Quarter and all that part of the Southwest Quarter
o �
m I _-
16 �� 55.00 °m �» I Of the Northeast Quarter of Section 5, Township 1 South, Range 13 West more fully described as follows:
t7 IS 55.00 PC
Flow Elev. 361:36 „o e o y I 14 , ! 12 55.00 84 10 ! a 2 Q4 Beginning at the southwest corner of said NW '/. NE'/,and run thence North 0 deg. 09 min. 40 sec. East
II
�l , to ; o , rr 1 I 1 ' Along the west Ine thereof for 792.37 feet to a 2" iron pipe; thence South 89 deg. 20 min. 03 sec. East
r j N (> ;o ep N o t ��1, Fx!St1ng.Catcit (•Sarin For o"49.79 feet; nancc South 5 deg. 20 a un. 34 a;.,:. West to: IZIAD� feet, toe c,, 3oruth nn deg. 34 r::ihi.
- -- bD 10 +V 6 Rim Elev. 292.11 -
V
--
$ cmn 6 ^a `� Sourc6 of elevations 15 sec. West for 272.81 feet; thence South 1 deg. 55min. 04 Sec. West for 477.66 feet to an existing
#5 Rebar (F)_ - $ in ? 4 w - , j0 fence; thence alang said fence the following courses: North 86 deg. 25 min. West 86.00 feet, North
S.W. Corner, l L2 -- _52 7 __j_' \ L - _ _ S 85° 5'13" E #5 Rrbar " gS 87 de 04 min. (Vest 100.00 feet. North 86 deg. 43 min. West 100.00 feet, North 86 de 27 min. West
a CID
N 112, NE 114 4 - 2 I N Subdivision storm water -discharge y- 9• 9•
36.26 18.75 - - 4
T-1-S,R-13-W L7''- 55.00 26.25 10' Easem nt _ _ s 71 CFS dpi 100.00 feet, North 86 deg. 16 min. West 100.00 feet, North 86 deg. 36 min. West 100.00 feet, North
I
N 86°41'00" W 89.00 - 28.75 55.00 6.5 - --55.62
691. . Culy.
N 86°36'00" W 8.74 -' 8 3$ -
- - _
N 8 - .• 8.76 -- - - - -_ _- -(- _ _ - __ � Existing 42" Conic. 86 deg. 41 min West 89 00 feet; thence along said fence North 73 deg. 16 min West for 16 00 feet to
100.00 6 16'00' W 100.00 55.02 51.24 3.7 Flow E 7 , m. e
- - - $5.01 41.22 --``
lev.286.2 - ,
N 86°2700" UV 100.00Proposed- N , u! , the west line of = and SW / NE /< thence North 0 deg. 01 m' 16 sec West along the west lin thereof
888 25
- _ - - -52 - j
N 86°43'00" W 100.00 N 87'4'00"W 106.00 S 85°55'13^, for 18.18 feet to he point of beginning. Containing 13.86 acres lathe NW '/. NE'/. and 0.28 acres in the
�• 63.11 PAGISidlonumenf ti° Y7p
Ll N 73°18'00" W 16.00 ° �6� W $ SW ^/. NE'/.. �` �, a U sf ztz -a / f✓ �%
Existing R-2 88.00" 14.00 888°26'OU" E 100.00 " `�'` °D C " " I ` p ``" )
L2 N0°1'15"W 18.18 84°-;-- -2 cL aGe¢sz-u v,>� l /� �%',?�- r�7:�t��•a
4612 E 62.5 -
'4#5 Rebar
-� /7cc-
ltr
DK-
& Distance_
_Curve Letter
-Radius
Delta_Angie
Arc Distance
Chord_ Bearing
A ��
A
145.66'
270 02'26'
68.74'
N 480 11' 26" W 68.11'
B
156,69'
56° 20'11,1"
163.09'
N 620 50'20" W 146.99'
C
48.10'
92013'43'
77.43'
S 490 03° 33" W 68.02'
Notes:
D
82.30'
33046' 1:7"
48.51'
S 770 09'48" W 48.19'
1) All diminsions are chord measurments unless otherwise Legend
LAST DATE CHANGED TAtE BY
DRAWING TITLE
E
86.67'
32024' 12"
48.46'
S 77° 01'30" W 47.81'
noted with arrows or note. Found Monument
•
DSGNBY
�(
HURRICANE VALLEY INC
PRELIMINARY PLAT
1"= 50'
F
63.56'
86004' 09'°
80.46'
PI 420 55' 23" W 73.10'
#6 Rebar Set wlcap #212
CLIENT Stagecoach Village LLC
CHARLES BEST
e
STAGECOACH VILLAGE, TRACT A
GRAPHIC SCALE
G
97.73'
37'18'6V
63.65'
N 18° 46'39" E 62.53'
Computed Corner
Client Address: 9222 Stagecoach Road, Little Rock, AR
OWN BY
MATT NALLEY
PROFESSIOTAL ENGINEERING CONSULTANTS
an Addition to the City of Little Rock, Arkansas
-��-
H
96.66°
37031' 17"
63.23'
N 18° 39'24" E 62.11'
Fence
P.O. BOX 118
F
1
49.36"
90045' 07"
78.17'
N 450 16'11" E 70.25'
Easement line
LOCATION I Ark. Hwy 95, Secs, T -1-S, R -13-W
CHKDBY
CHARLES BEST
501-847-7282
0' 50' 100' 150'
J
269.76'
27°65' 2A"
131.47
N 1b° 48' 04" E 130.17
Centerline Road
DATE DWG. MADE Mar. 12, 2(101 Date of Sor.'e" Mar.12, 2001
APPRBY
BRYANT, ARKANSAS FAX: 501847-2431
K
244.30'
29049'6","
127.20'
N 140 60'49" E 125.77'
O Catch Basin
B.V.I. Inc. JOB PLANT CODE
(Stagecoach Village Patio Homes
Construction Phase line
CAD DWG. N0.
SCALE
1" =50'
EQUIPMENT NO. PLANTAREA
DWG. NO. I REV
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ltr
DK-