HomeMy WebLinkAboutS-1273-C Map 1Existing 24" Plastic Culv.
Flow Elev. 303.48 ` y -302 - -' .- -- -
- Marcus Fitts
Existing PRD
} i � Incoming storm water
25 CFS
39 M2" IP(F) r
Ripley Development
Existing PRO
S 8902124" E 850.00 (D) `
1" Ip(F) S 89°20'03" E 849.79 (A) - -
Vicinity Map
1" =2000'
81.65 55.00 55.00 _ - _
01 55.00 55.00 55.00
5.00 103.34 - - - 11.00 78.50 ..
55.00 5 x
�10' Ea ement - - - - - - - - - -
i __ t CERTIFICATE OF PRELIMINARY
O1 W N PLAT APPROVAL
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o " o °' " " `r vo .W 9.51 RE M. s All requirements of the Little Rock Subdivsion
V - o "' _ gs Rules and Regulations relative to the preparatims and
3B � � N � � � � I � � �i roxva� cr i W V
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N N Al K - a Submittal to a preliminary plat having been fulfilled
o C9 89.82 88.18 c�
�' � ''r granted, subject
81.9 55.00 55.00 N o i89.19 20 Est.-_ -- V;'z �� Approval of this plat is hereby e J
m r 66.0 55 63.28 114.72 -
b 55.00 55.Q0__ - - 0 55.00 55 .�
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�� �� h m rn -� , ! Further provisions of said rules and regulations. This
O N o� Certificate shall expire
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to r, A 40 A A ......., 9 t�f. -_" _�w' 4(/ N' �p $
J Date
v 37 32 n 31' 36 38 a c 42 44 c o 46 bi 48 i s `a �VQ y A 4� • = I
�� W ,i m o N Imo' P u Y O�
n 55.00 55.00 55.00 h #4 Rebar
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N h� 55.00 a y� ry°j 87.88 108.47 Signed,
30.3 55.01 55.00 - - -- €
45.77 Z
o m Date of Execution Name. Q> S5682.29 55.00 4.55 _ L.R. PlanningCommission
Y ciY 36 76.02 20' Est. 75.41 50.00 �, , S_ 89°21'24" E 419.15 r(3.36�,
- o r a M w --- ' -' 1 -st. 75.97 Pa y, � - - - 1 r 111.73
�__ � J 20' EUw,co �-- 111.12 _ - --- - - --A
0 52.14 92.85 59.21 es 330 29 su �ti84 55.12 87 io
ox I • -47 -4 58 srjSTEVEN INGRAM
85 _ 87 N 89" ^N-�, GEORGE INGRAM CERTIFICATE OF PRELIMINARYas'S35 ' w � N ry Td%O R-2ENGINEERING ACCURACY�Sp1e oF�'�N
�, .r V76.17 0 A p 0 92.84 69.62�\ i� 1, Charles b. Best, hereby certify that76.03 Green S ace 5 o o N °� eEci�Te
00
28 0 27 83 c _ No► _ - this plat correctly represents a plat made by N P R 0 F E 1kL
- uJ o o NI-'59.32 55.00 �74.53 w Notes: me, and that a requirements
a��y engineering of the \ ENGINEER tR
1) All diminsions are chord measurments unless otherwise Little Rock Subdivsion Rules and Regulations * * * 1
76.28 20 76.68 0 - 20' Est. 92.84 59 y2,^N �,� If
r wI 75.89 75.00 17.84 �-4 90 c A �tya noted with arrows or note. have been complied with. Signed, \ = ARLES2F 6��'I
Est.
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�� o �26 Q `-- m ?y G Existing Manhole ///�
r- io 25 0 0 -4 Date of Execution l "'O'
m co M A G 84 $ 82 o m 9� �r Lid Elev. 294.06
cu c> Inv. Elev. 287.06 Charles F. Best
m 77.28 54.89_ '_ 72.12 O 44r
m 2-9000'00" E 209.79 cDi 60 ° N ,V Registered Engineer
76.49 76.72 moo^ j 75.79 75.00 to p / /N 2 No. 3246 ,Arkansas
n
74 1
ry
13 = c Proposed PAGIS Monument
33 0 �' 79 sn , 80 �`. o N Lot 3 �Z i �° N
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_ 9Space �568.26r
76.60 40.30 a li 81.46 �5.Ot1
- - - - 156.98
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20' Est 2 o �� m to r ?p E 7
s? _ o 'L 0 � i '', � I A 823 CERTIFICATE OF PRELIMINARY
- m Existing Manhole
0h o z �' m o' �93 Lid Elev. 294.09 SURVEYING ACCURACY
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32 22 pq yo ' ' c 78 0 �O^ -yi o w o �``, Inv. Elev. 288.19
ory� ° SS,S7nn rn
118.46 ° 0 61 `D 62 `o" ` 1 , Charles F. Best, hereby certify that x►�►p►u►►►aq►►�
N 90 0'00" E �� S 64°16'43" W 28.86
1y 111.68 55.24 54.76 'Cli• I I / ,\ Lot 1 this plat correctly represents a boundry survey `vim G•,,,,•,• ����
103.69 'N C-2 / made or verified by me that all surveying �.� �.•• •.• .�
.y - W _ y _ ti I _S 17°41'57" W 44.72
.STATE OF
? ro 76 �„ ° �� requirements of the State of Arkansas and City : p AIySAS •:
q; { ��. m31 J
77 o i ti /'791 ofLittle Rock Subdivision Rules and Re Regulations %V. �if0.212
of 2 F 00 68 P' 0 1 36.01 47.8$ Existing 24" Conc. Culv. g ' p•
C' m 67 N c - / have been complied with and filed for record as -Cr�a
Flow Elev. 289.88
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required. : tP :X,
31
20' Est. h 11.68 z N 9000'00" E 95.69/ \ O
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94g4' �0 56.79
o 298 .`� 2 7 v, S 88°59'33";W 150.85 w - -
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i 80.02 w _ N � \ ~ / ��di �RLES Ft•�,� c� ,`�.
- - -
- - - / 3 Iz i 'L-
- - , - 75 o t - - /r Date of xecution Charles F. Best
' 91 c 55.24 54.76 No 64 1
i ' Mc' 7� 69 �' A Registered professional
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Z gg66 , 6 w S io m 94.08 n C.L� 33.84 51.43 �\ F� e \ LandSurveyor
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o �y <O / No. 212
20 66.49 �4 �/
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0 0 63
Source of Title: Pulaski Couty, Arkansas Deed Record Document 20-2664D
19 N m CIO37.14 22.79 �.
A A 03
70 1 z 2 h w
A N 105.01 �39g " 65.51 oo u 1 0~ \ A Owner! Developer
ma 2 -- - m
+� in > C) t an� 71 6 r d ^ C N Stagecoach ecoach Village, LLC
9 o � 9 2 154 feet of road within the subdivision.
N �• � '� a " _ �.. ,
? 6 t w o' 9 5,484.29 square feet average size lot
78.84 73 s 9 sy D- -- _._ro l 80.15 an \ Little R9222 ock, Arkansas as 72205
9 g p ro N8$`5TQQ"W 136.15 -J o
N oy $' bel s 4350.25 minimun square footage on lots.
+' 0 72.84 1B �11 v's ' rqG / 36,390.88 square feet of common area
56.85 3.03 32• p" - S6 6C,
18 0 o F50 - 60e0� 3511 30.27 55.00 54.78 6: 14.5 51.56 ! m A OqC� Nei° i �tF4 Q1 Water Source: Little Rock Municipal Water Supply
.00 - 5 �A 1.22^ ` S6 -~+ V/< 4?• / Q pQ Source of Waste Disposal: Little Rock Sanitary Sewer
- STAGECOACH VILLAGE CIRCLE 46' EST. �9 3
2
N 85°57'00" VIA 183.00 - E �a
a6 V 7
29 S - 32 >T� 9 A N v c w 2ga -- --
42.25 55.00 - 100g9 `� 5 A m . o s? / �� VO
- --
1 _ dg•53 y 3' T m
75.02 0 SS.00I 42 89 1 N � H rn y� �Q Survey Description
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Existing Detention- m 1 LOT 4 - - / co, All that part of the Northwest Quarter of the Northeast Quarter and all that part of the Southwest Quarter
of 17 ci N I; 55.00 55.00 o pC Of the Northeast Quarter of Section 5, Township 1 South, Range 13 West more fully described as follows:
0
Area N
p,
16 - 0 55.00 >_____ o g' Beginning at the southwest corner of said NW'/4 NE'/4 and run thence North 0 deg. 09 min. 40 sec. East
Flow Elev. 3t`I1.36 o a 15 m 13 a 2 / g g g
o o 0 11 10 w Along the west line thereof for 792.37 feet to a 2" iron pipe; thence South 89 deg. 20 min. 03 sec. East
A
lo �0 14 c m 12 0 � � � i
�-b•� Existing Catch Basin For 849.79 feet; thence South 5 deg. 20 min. 34 sec. West for 131.19 feet; thence South 29 deg. 34 min.
_-� _ rd ' Rim Elev. 292.11
#5 Rebar E _ _ o`� g 15 sec. West for 272.81 feet; thence South 1 de 55min. 04 Sec. West for 477.68 feet to an existing
° Source of elevations 9• 9
�) L2 - - _ 5,1 10 m 8 6 rn 4 w m \ °Op fence; thence along said fence the following courses: North 86 deg. 25 min. West 86.00 feet, North
S.W Corner, 1 -
S 85 m #5 Rebar 1b
3 E 691.34 ^ Subdiwsion storm water d schar e g 87 deg. 04 min. West 100.00 feet. North 86 deg. 43 min. West 100.00 feet, North 86 deg. 27 min. West
N 112, NE 1l4 51.Z4 28.75 55. - pt _ g
co
LT ° 36 2,6 18.75 55.00 26.25 00 10' Easem is 71 CFS- _ 100.00 feet, North 86 deg. 16 min. West 100.00 feet, North 86 deg. 36 min. West 100.00 feet, North
T-1-S,R-13-W N 86041 00" W 89,00 6.25 38.74 - - -6.24 Cuiv c o
N 86°36'00" W 100.00 55.02 - - - Flow Elev. 286 27
48.76 - - -
- 51.24 3.77 5- .-
W 100.00 -- - - 4 , line - _ 5.01 _ - �I ��
� � Existing 42" Conc. 86 deg. 41 min West 89 00 feet; thence along said fence North 73 deg. 16 min West for 16 00 feet to
N 86°2T00" W 100.00 - � 41.22 - l � i w' the west line of said SW '/ NE thence North 0 deg. 01 min. 16 sec. West along the west li thereof
N 86°43'00" - 22.88 63,11 Proposed Monument- S 85°55'13" E, 277.52 / I for 18.15 feet to the point of beginning. Containing 13.86 acres in the NW'/4 NE'/4 and 0.28 acres in the
L1 N 73°18'00" W 16.00 Diamond Development W 100.00 N 87°4'00'' W 100.00 e _�_- cn
m S '/
Existing R-2 N g6 2no W 86.00 4.00 S $6°26'OQ" E 100.00 ' - �- a eo W 4 NE /4.
L2 N 0°1°15" W 18.16 Dedicated Access Easement to Ripley Property S 86 120iI 1
That part of the Northwest Quarter of the Northeast Quarter of Section 5, Township 1 South, Range 13 `00 84°46'1 E 62-0 Z
�j 5 Rebar
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
146.66'
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
166.69'
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'
33°46'17"
48.51'
S 77°
09'48" W 48.19'
easement easement being 15.5 feet either side of said centerline; thence along the centerline of said
9 � 9
Legend
9
-- ---
LAST DATE CHANGED
Tl4ff
BY
DRAWING TITLE
E
85.67'
32024' 12"
48.46'
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
HURRICANE
VALLEY
INC.
PRELIMINARY PLAT
F
53.66'
86004' 09"
80.46'
N 420
55' 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 w/cap #212
CLIENT
Stagecoach Village LLC
DSCN BY
CHARLES BEST
STAGECOACH VILLAGE, TRACT A
G
97.73'
37018' S9"
63.65'
N 180
45' 39" E 62.53'
the arc of a curve having a radius of 269.76 feet, Delta Angle of 27 deg. 55 min. 24 sec., and a chord
Computed Corner
CBentAddress:
9222 Stagecoach Road, Little Rock, AR
DWNBY
MATT NALLEY
PROFESSIONAL ENGL\EERING CONSULTANTS
an Addition to the City of Little Rock, Arkansas
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
P.O. BOX 118
I
49.35'
90045' 07"
78.1T
N 450
16' 11" E 70.25'
2.57 feet; thence Northerly 127.20 feet along the arc of a curve having a radius of 244.30 feet, delta angle
Easement line
LOCATION Ark. I I #_5 SecS, T-1-S, R-13-W
wY ' "
CRIB BY
CHARLES BEST
501-847-7282
J
269.76'
27055' 24"
131.4T
N 150
48' 04" E 130.1T
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
DATEDWG.MME
Mar.12, 2001
Datc of Survc�
Mar.12, 20111
APPRBY
BRI'ANT,ARKANSAS FAX:501-847-2431
(Stagecoach Village Patio Homes
K
244.30'
29049' 55"
127.20'
N 140
60' 49" E 126.77'
125.77 feet, to the North line of said Stagecoach Village, Tract A, said point being the end of said
0 Catch Basin
A.V.I. Inc. JOB NO.
PLANT CODE
centerline of said easement.
- - Construction Phase line
CAD DWG. NO,
SCALE
I" =50'
EQUIP1fENTNO.
PLANT AREA
DWG. NO.
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