HomeMy WebLinkAboutS-1273-C Map 3Existing 24" Plastic Culv.,
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Flow Elev. 303.48 - Marcus Fitts ___ Ripley Development
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- � Existing PRD
Existing PRD
N Incoming storm water Vicinity Map
� 25 CFS S 89021'24" E 850.00 (D) 1" =2000' - _ r .
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- - - - 103.34 51.D0 78.50
81.65 55.00 55.00 55.01 55.00 55.00 55.00 -' 55.00 55.00 - 5C�
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- -- � � � i CERTIFICATE OF PRELIMINARY
o O1 r w N PLAT APPROVAL
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Vt to O_-N - W A '.. O'.' i0 47 W h N o F
o wo Ch 14 t" .�,,... ".o i All requirements of the Little Rock Subdivsion
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�s Rules and Regulations relative to the preparation and
to K - - - -- - a Submittal to a preliminary plat having been fulfilled,
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N.' 89_ 63.28 - 114.72 "� �"' L"� Further ther Approval covisions ofis.tid t ales and
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♦3 3j , Date of Evecution Name,
82.29 55.00 4.55 - - - 1 - - - - __I p. 0 5$ 56
76.02 20' Est. 75.41 S 89 21'24" E 419.15 L.R. Planning Commission
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111.73 20 Est. 76.97 ¢
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35 -4 1- S° R_2 ENGINEERING ACCURACY
76.03 Green Space 86.36 h5`t8 a
76,17 P 92.84 '►.I
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0 0 00 --- o° `n �w I Charles F. Best hereby certify that
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this plat correctly represents a
lat
ade
t2 28 0 27 2�0 ' 0 83 0 �� -- Notes: me, and that engineering regti cements of the P R $YG( EE R 1 L 10
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o W I/ 0 1) All diminsions are chord measurments url otherwise Little Rock Subdivsion Rules and Regulations �t * * * ;1 II
T o' noted with arrows or note have been complied with
76.28 201Est76.68 w 75.89 20'Est75.00 17.84 m m 59/Propose
he^^ ��ti No.3245 0 92.84
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N oM o� cma �� Inv. Elev. 287.06 - Charles F. Best
� M 77.28 54 89 72.12 W
c 2o 60 i 76.49 76.72 - N�30°0'00" E 209.79 � cDi "' � VRegistered Engineer
w I 0 0 75.79 75.00 c lPAGIS Monument /
S 0 20' Est. Lot 3 /ry
Q No. 3246 ,Arkansas
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20' Est. h Common Space to
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o`Q - o o �3. Existing Manhole CERTIFICATE OF PRELIMINARY
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�h �. Z ^ M m o 29� Lid Elev. 294.09 SURVEYING ACCURACY
32 �g^�� 22 �Vo yro. M �' 78 For _ _�O �, _ - Inv. Elev. 288.19
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h 4' m CO o+ I ,Charles F. Best, hereby certify that
o`ti c' $Sg1 ^ 118.46 N 9000'00" E 61 62 S 64016'43" W 28.86
/ - Lot 1 � this plat correctly represents a boundry survey
11.Lill 56.24 54.76 /
�� / �� i made or verified by me that all surveying
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w � ' � 76 a `�' � � � \ I � requirements of the State of Arkansas and City
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v, - - 77 ar -4 0 31 ♦ / y ti Lo�91 of Little Rock Subdivision Rules and Regulations ,�xx�GGl$�E �U4�
s o 1 \ Existing 24" Conc. Culv. + `N ..•••••... '.
31 ? 2 h G r °�° G7' . �r 68 c ^(' 36.01 47 85 - g have been complied lied with and filed for record as 419,
m m o, ° >t % _� FlowElev. 289.88 p �• STATE OF •.•
- w 111.68 Z N 90 0'00°' E 95.fi9 _ _� ro \ required. D . ARKANSAS S
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20' Est. �I
56.79, - _
v 8D.02 w 54' O • =
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�I N a� w 0 55,2454.76 c 64 t f A Date of Execution Charles F. Bst tp
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0 20 m N 69 N m f \ Registered professional %�Q .,ZES..,..
w 2$ N 66.49 y �4qs 72 m �� m 94.08 rvS 9t 33.84 B Land Surveyor ��4 �L� LAW �I
51.43
cl' a° H N o I e<O A No.212
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78.78 o $ 5919 is - Wl 68 t, F+ 9D S� G �o Arkansas
74 w $ 66 �Lot2 0
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ut� �N m Source of Title: Pulaski Couty, Arkansas Deed Record Document 20-2664D
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�I 106.01 2399� o 1
_ Owner I Developer
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o, 71 :`'� ��1 m . `� - C a x V� Stagecoach Village, LLC
2,154 feet of road within the subdivision.
78.84 y 73 3 9 `p D Elm N 85°STOQ" u, 9222 Stagecoach Road
o s N s _ __I w 86.15 N 9 5,484.29 square feet average size lot
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W 136.15 - o' Little Rock Arkansas 72205
$ v?9 96 6609 ' a r S 4350.25 minimun square footage on lots.
- -
? 0 72.84 56.85 3.03 32• p 3656 TACFC 36,390.88 square feet of common area
o F5 °p� 17 30.27 55.00 5 j
O // �, Water Source: Little Rock Municipal Water Supply
NI 18 - 16 60 35' 54.78 a 4q6 51.56 a _-qcy Hsi O� Pr
0.00 _ fr 1 22^ B 14. V Source of Waste Disposal: Little Rock Sanitary ewer
STAGECOACH VILLAGE CIRCLE 46' EST. 5 23� p P
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s - - - N85°5700" 183.00 -- - SLAB A� " N '
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29 42.25 55.00 - - 1p6y Pg A 7 ta c 5 3 w V c 2 ��Z O.VO
75.02 53 N m
0 55.001 qg, w m V \ y �Q Survey Description
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Existing Detention- - nt rn °ol m LOT 4 _ / yQy ` All that part of the Northwest Quarter of the Northeast Quarter and all that part of the Southwest Quarter
55,0 �.
Area w 55.00 0 � Of the Northeast Quarter of Section 5, Township 1 South, Range 13 West more fully described as follows:
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16 e 15 fTl e m D �� 55,00 j64.10 a P2`5' �. Beginning at the southwest corner of said NW'/. NE YQ and run thence North 0 deg. 09 min. 40 sec. East
Flow Elev: 301.36 o c wo 14 13 0 » I 12 w 11 a°o / Along the west linetnereof for 792.37 feet to a 2" iron pipe; thence South 89 deg. 20 min. 03 sec. East
m w w m - j = AL Existing, Catch Basin feet; thence S 34 sec. West for 131.19 feet; thence South 29 deg. 34 min.
c+ ' <,\ (d Rim Ell 292.11 For 849.79 fe nc oath 5 deg. 20 min. g
- IN#5 Rebar P � 10 8 N ', 6 \ _ y 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
S.W. Corner, S 8 ° o w 4 " DRebar° y��i fence; thence along said fence the following courses: North 86 deg. 25 min. West 86,00 feet, North
__ __ _
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I - _ 5 5'13' ° Subdivision stor waterdischarge
5 �y3 7 deg. 04 min. West 100.00 feet. North 86 deg. 43 min. West 100.00 feet, North 86 deg. 27 min. West
N 1/2, NE 1/4 _L1 .52.74, 36.26 18.75 55.00 21i - E 691,# 8
T-1-S,R-13-W ° - 23 28.75 - - 10' Easem nt - _ esNorth
s 71 CFS
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55.00
N 86 41'00" W g9.00 N gg°3 � 100.00 feet, North
- " 6.25 38,7q - g•24 _ - to -rr � Existing 42" Conc. Culv. 86 deg00 f41tmin. Westh t 89.00feetnthen a a/ongOsaid fen eNorth 73 deg. 86 deg. 36 ll6 mn. in. West for 16.00 feet to
- ----- 5502 � 6 00" W 100.00 - low E 86 27 N 86°16'00" W 100.00 48 76 51.24 3J7 -_ _ F m. line -- 55.01 - - _
N 86°2T00" W 100.00 - >- -- - tn� w Elev. 2 the west line of said SW '/ NE'/; thence North 0 deg. 01 m' 16 sec West along the west li thereof
- - 41.22 22,88
L1 N 73°18'00" W 16.00 Diamond Development N 86°43'00 W 100.00 N 8704100, W ° l -�' - -- S 85°55'13" 52 er for 18.18 feet to the point of beginning. Containing 13.86 acres in the NW'/. NE'/. and 0.28 acres in the
P Y Property 100.00 6W1$6.00 14 00 S86 260'oEu o1 0 00 --a c S_a -YE 277 a3
L2 N 0°1'15" W 18.16 Existing R-2 1 86 25'00' 86 121 - Z SW'/: NE'1a.
Dedicated Access Easement to Ri le Pro ert � 10
That part of the Northwest Quarter of the Northeast Quarter of Section 5, Township 1 South, Range 13 S 84°46'12" E 62,
5 Rebar
West, more particularly described as follows: Commencing at the Southwest corner of said NW'/4 NE'/.
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' 27' 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 LAST DATE CHANGED TBfE BY DRAWING TITLE
D 82.30' 33046' 17" 48.61' 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" 48.46, S 770 01' 3D" 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 PRELIMINARY PLAT
F 63.56' 86°04' 09" 80.46' N 42° 55' 23" W 73.10' 50 min. 23 sec. East for 286.59 feet to the beginning of a curve; thence Northeasterly for 131.47 feet along #6 Rebar Set w/cap #212 CLIENT Stagecoach Village LLC DSGNBY CHARLES BEST HURRICANE VALLEY INC. STAGECOACH VILLAGE, TRACT A
G 97.73' 37018' 591, 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 CBentAdill 9222 Stagecoach Road, Little Rock, AR DWNBY MATT NALLEY an Addition to the City of Little Rock, Arkansas
g PROFESSIONAL ENGINEERING CONSULTANTS
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
5 C1T[{D BY LOCATION #5 S c._ T-1-5 R-13- CHARLES BEST
Ark H e W w � > Y
78.1T 501-847-7282
90°45' 07" N 45° 16' 11" E 70.25'
I 49.35' 2.57 feet; thence Northerly 127.20 feet along the are of a curve having a radius of 244.30 feet, delta angle Easement line
J 269.76' 27066' 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. MADE Mar.12, 20011 Date of Survey] Mar.l2, 2001 APP$RYANTARKANSASBBY ' FAX:501-847-2431
K 244.30' 29049' 56" 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 o Catch Basin 11N.I. Inc. JOB NO. PLANT CODE (Stagecoach Village Patio Homes
centerline of said easement. CAD DWG. NO. SCALE 1" =50'
- Construction Phase line EQUIPMENT NO. PLANT AREA I DWG. NO. I REVI
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