HomeMy WebLinkAboutS-1273-C Map 2Existing 24" Plastic Culv. A
Flow Elev. 303.48
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Vicinity Map
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m m o a, i 47 D, CERTIFICATE
AT APPROVALIMINARY
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W °p 11 o Rules requirements of the Little Rock Subdivsion
.E.."...�. t 411°• • . and Regulations relative to the preparation and
55.00 "35.00 o 6g I( 89.82 20' Est 88.18 per•" submittal to a preliminary plat having been fulfilled,
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55.00 55.01E--_m - - 0 55.00 55.00 55.0 55 1 - o tg 63.2$ - 114.72 w = = , ,� „ T A �t Approval of this plat is hereby granted, subject to
°S Further provisions of said rules and regulations. This
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a - -I1 87.88 108.47 - V CVI ff Signed,
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82.29 55.00 4.5 - - - a5 b o� ;P ' L.R. Planning Commission
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76.02 20' Est. 75.41 - - -� . N S 89°21'24" E 419.15
m50.00 m' S - - - - 2D' Est.
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ssrj STEVEN INGRAM / � A 1 E
m a ^ -- 85 87 a, 8'g 0 57 0 ^ GEORGE INGRAM CERTIFICATE OF PRELIMINARY Sti t- ZUF
ARRA\S,IS
35 �i o �S.. R_2 ENGINEERING ACCURACY .y�f
76.17 76.03 g Green Space 92.84 m
REGI5T
m °' - 00 - o �„ 86.36 ?g I Charles F. Best hereby certify that
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27 io �" 83 `5" this plat correctly represents a plat made by BN'EER
69.32 56.00 74.53 rw; y C� 4 I
r/ o o '4 Notes: me, and that engineering requirements of the
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20',,Est. '' ' F o 1) All dimensions are chord measurments unless otherwise Little Rock Subdivsion Rules and Regulations tigc 4t
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NI 20' Est. 92.84 59 ye Ate• noted with arrows or note, have been complied with. �'�tS F • �
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77.28 54.89 72.12 p //' Inv. Elev. 287.06
m' M26 p 25 0 o o J Date of Executionce
o 81 $ $2 o co Lid Elev. 294.06
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� Charles F. Best
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W N 30°0'00" E 209.79 n ° 60 a N �V
76.49 76.72 o po 75.79 75.00 0, - -- - , '- Proposed PAGIS Monument / Q No. 3246, Arkansas
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33 N 24 a 23 k'79 80 cDi N 1 20' Est. - Lot 3
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76.60 _ 40.30 o H ai 81.46 �5Est..00 o Common Space - cAi , }c
20' Est. 2 j 156.98 a �°� cm s ?9Q 82 CERTIFICATE OF PRELIMINARY
8? h o1O o o oa ?� Existing Manhole
N �. Z ^ M � w / 9� Lid Elev. 294.09 SURVEYING ACCURACY
32 $ 22 sp° h� -'j �, N 78 Inv. Elev.288.19
�� m 61 GO 62 'W" I ,Charles F. Best, hereby certify that
ory SSS7 N 118A6 N 90°0'00" E
°1h N Lot 1 / _ S 64°16'43" W 28.86 ♦♦♦n�snase
76 this plat correctly represents a boundry survey ♦ '
111.48 55.24 54. E - ° r verified b me that all surveying♦ i
made o re v
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Qli,' 2 yo m -- - c , I III / ti�� ti /7' requirements of the State of Arkansas and City ,�� ��•.....,,i
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77- 0) J J o 31 91 of Little Rock Subdivision Rides and Regtdations �� �.••
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c 36.01 47,8$ Existing 24" Conc. Culy. 2 J' ;
31 20 Es 111.68 ^' 68 z N 90°0'00" E 95.69 / have been complied with and filed for record as b.
Flow Elev. 289.88 O
required.
7 80.02 w - - _ '33" W 150.85
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o m N', ,� `� 72 J m - - I \ 1 Date of Execution Charles F. Best . ���C,ES F;,•.
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w :"' o ryry�.>• 1 _ B \ �� Fx // Land Surveyor 'Fru•onir�zN
26 66.49 ?446 _ _ _ o m 94.08 N e I 33.84 51.43 e� No. 212
78.78 Z ' S9 - �4.66 w! fo 6� w p a �S� OV Lot 2 �oo Arkansas
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30 ((JJ� �� o ti N 57.26 54.89 o_ 63 0 "3 ^�� Source of Title: Pulaski Couty, Arkansas Deed Record Document 20-2664D
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J 105.01 0 - am Owner 1 Developer
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utl 73 c 71 N 70 �s 2w� y ^ 86.15 C o CV V� Stagecoach Village, LLC 2,154 feet of road within the subdivision.
7g,84 J, y p a y 9222 Stagecoach Road 5,484.29 square feet average size lot
O `sob. 0 tJJJ= ° 0 / Little Rock Arkansas 72205 4350.25 minimun square footage on lots.
0 0 ?9 72.84 56.85 3.03 32•18 69 0 J, 66 30 N 85 5T00" 3 S \ SrgG� / 36,390.88 square feet of common area
9 a W 136.15 /
18 00 3 6 6 CO,q h Water Source: Little Rock Municipal Water Supply
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F ° 51i 55.00 54.78 4656 - - - S6 sp 27 h - 51.56 � V
N 50 QO - -- 1 22^ - �--- Source of Waste Disposal: Little Rock Sanitary ewer
-- _ STAGECOACH VILLAGE CIRCLE 46' EST. ti� in
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Existing Detention - 75.02 55.00 53 J B /
y h Survey Description
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Area g 0 0 ° N yQy ` All that part of the Northwest Quarter of the Northeast Quarter and all that part of the Southwest Quarter
55.00 0 LOT 4 - - r'' Of the Northeast Quarter of Section 5, Township 1 South, Range 13 West more fully described as follows:
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17 0 16 0' 15 m J o y C 55.00 00 n 2g' I / Beginning at the southwest corner of said NW'/a NE'/<and run thence North 0 deg. 09 min. 40 sec. East
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``� �o l4 0 13 12 ? I1 _� i w Along the west line thereof for 792.37 feet to a 2" iron pipe; thence South 89 deg. 20 min. 03 sec. East
Flow Elev, 301.36 p N °^o Existin Catch Basin
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10 _3 < _ ---� 6 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.
#SRebar F - - - c 8 v`0 6 ' n � 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
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O - - S 85° °' (p It 4 W A ° �� fence; thence along said fence the following courses: North 86 deg. 25 min. West 86.00 feet, North
S.W. Corner, L21 _ 691.34 ° #5 Rebar g3� 87 de 04 min. West 100.00 feet. North 86 de 43 min. West 100.00 feet North 86 de 27 min. West
N 112, NE 1l4 SZ.74 5'13" E " N ° Subdivision storm water discharge C, g g g
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T-1 S,R-13-W L ° 55.00 26.25 28.75 _ 1.0' _Easem nt _ is 71 CFS - - deg. 16 min. West 100.00 feet, North 86 deg. 36 min. West 100.00 feet, North
N 86 41 00' W 89.00 - 55.00 6.25 38.74 6.2 - - . Cult'. I thence
N 86°36'00" _ 55.02 4 - - - W 100.00 - 48.76 - - _ Flow Elev. 286 27 - -
� 100 00 feet North 86
_ � � � "� Existing 42" Conc. 86 deg. 41 min. West 89 DO feet; then along said fence North 73 deg. 16 min West for 16 00 feet to
N 86°76'00" W 100.00 --- _ _ _-.__51_24 3:7 m. line
N 86°2T00" 55.01 - - _ `._. ' W the west line of said SW'/ NE thence North 0 deg. 01 m' 16 sec West along the west li thereof
W 100.00 41'22 22.88 53.11 7 Proposed PAGIS Monument S 85°55'13" E 277.52 ` _ for 18.18 feet to the point of beginning. Containing 13.86 acres in the NW '/< NE'/4 and 0.28 acres in the
Diamond Development N 86°43'00" W 100.00 N 87°4'00" W 100.00 _ _ oo> SW 18.18 '/..
L1 N 73°78'00" W 16.00 kxistin R-2 N 88°25a0" W 86.00 _ �-
L2 N 0°1'15" W 18.16 Dedicated Access Easement to Ripley Property 14.00 S 86°26'00 E 100.00 ' S g°73'd� 1 M
84°46'12 z
That part of the Northwest Quarter of the Northeast Quarter of Section 5, Township 1 South, Range 13 E 62. 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 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 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' 33046' 17" 48.61' S 770 09' 48" W 48.19' Legend LAST DATE CHANGED TLhtE BY DRAWING TITLE
easement, easement being 15.5 feet either side of said centerline; thence along the centerline of said - -
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 HURRICANE VALLEY RELIMINARY PLAT
CLIENT stagecoach Village LLC DSGNBY CHARLES BEST INC.. STAGECOACH VILLAGE TRACT A
F 53.56' 86004' 09" 80.46' N 420 55' 23" W 73.10' 60 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 _ e
i i Little G 97.73' 37018' 59" 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 CDeatAddress: 9222 Stagecoach Road, Little Rock, AR DWNBY MATT NALLEY PROFESSIONAL ENGINEERING CONSULTANTS an Addition to the City o f t e Rock Arkansas
H 96.66, 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
1 49.35' 90046' 07" 78.17' 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. Hwy #5, Sec.S, T-1-S, R-13-W CBIO)BY CHARLES BEST 501-847-7282
Centerline Road BRYANT, ARKANSA$ FAX: SDI 841-2431
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 - DATE DWG. MADE Mart„ 2lllll Dale of Survc� Mar.12, 2001 APPRBY (Stagecoach Village Patio Homes)
K 244.30' 29049' 65" 127.20' N 140 50' 49" E 125.77' 125.77 feet, to the North line of said Stagecoach Village, Tract A, said point being the end of said f] Catch Basin H.V.I. Inc. JOB NO. PLANT CODE
SCALE 11, =�o' N0.
centerline of said easement. - Construction Phase line CAD DWG. EQUIPMENT NO. PLANTAREA DWG• NO.
Marcus Fitts Ripley Development
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Existing PRO
Existing PRD
Incoming storm water.
25 CFS I S 8902124" E 850.00 (D)
S 89020'1 849.79-(A)
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