HomeMy WebLinkAboutS-1509 Map 3FINAL PLAT
VALLEY SPRINGS COTTAGES
OWNERS
N & G CONSTRUCTION, INC.
P.O. BOX 1776
CONWAY, AR 72033
DEVELOPER
DHTC DEVELOPMENT, LLC
1900 E LARK LANE
SECTION 1, TOWNSHIP 1 SOUTH, RANGE 13 WEST AND: NIXA, MO 65714
LITTLE ROCK, PULASKI COUNTY, ARKANSAS VALLEY SPRINGS COTTAGES, LP
I' III I I 1 JANUARY 28, 2019 1900 E. LARK LANE
III IALLENDALE SUB (VISION I'll I ` -\ I I NIXA MO 65714
1 I 1 O JI I I I RECORD( Pi IN PLAT BOOK INC. 18, PAGE 4�OD II I FLOPLAIN STATEMENT
I
(� / / \ A PORTION OF THIS TRACT IS LOCATED WITHIN A ZONE (AE), A SPECIAL FLOOD HAZARD AREA
�� 1 1 ` �� SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD (100-YEAR FLOOD); AND A
Q I I 1 17 III ��' i II I 15� I (\�1 ll� l ( I ` ( 1 I I WARRANTY DEED RECORDED AS DOCUMENT #2015057106 REGULATORY FLOODWAY HAZARD AREA WHERE THE CHANNEL OF A STREAM PLUS ANY ADJACENT
/�\
1 1 FLOODPLAIN AREAS DESIGNATED MUST BE KEPT FREE OF ENCROACHMENT, PER THE FEDERAL
EMERGENCY MANAGEMENT AGENCY F.I.R.M. MAP, COMMUNITY PANEL NUMBER 05119CO461G,
W �I I II I I I III I i I SURVEY BY BROOKS SURVEYING, INC. DATED: AUGUST 31, 2007 EFFECTIVE DATE: JULY 6, 2015. " =
X N88' 18'E (REC.-DEED) I 975.00' (REC.-0f j I I \ RECORDED AS DOCUMENT # X X X X X X SCALE: 150'
S88'18'W (REC.-PLAT) ( 975.45' (REC.-P I III I
OP.O.B. I W I I S8lr07'41-W (M)(REC.-SURD) 975.62' (M)(REC.-SURV) WOOD SHED ENCLOSURE I \ I I 0 25 50 100
$ - _ - - - - J t j I' (So
END ENCROACHING o.a') I I IX. t0' EASEMT FOR SEWER PURPOSES AS I I BEARINGS ARE REFERENCED TO GRID NORTH OF THE ARKANSAS
W DE
RECOR D IN BOOK 1026, PAGE 587
------ S88'0T4i"E 832.35'--------J L ______ � )
___-------------
- - - - - - - N89'15'E (REC.-DEED)
STATE PLANE COORDINATE SYSTEM, NAD N N
_ - - _ _ _ _ _ AS SHOWN BY A SURVEY RECORDED IN THE ARKANSAS STATE
-IS - - - - - - - - - - _ _ - - - J E (IN CONC.) " IX. 10' EASEME T FOR SEWER PURPOSES AS REPOSITORY AS DOCUMENT 201802286311
I I s - - - - - - - - - - - - - - - - - S8T 17 30 E O E (�, 1 08.) RECORDED IN BOOK 1026, PAGE 587 (CONVERGENCE FACTOR = 00' 12'14.53")
50S S86'04'S2`E 296.83' - - - - - - - - -. _ - - - - - -
50.06' S
CL 16' DRAINAGE 50.06" S 50.06' S S S NBT27'34'E 251.87' S S88'07'41'E 154.82' - - - - - - - - - - - - - - - - - _192.07'(REC.-SURV)_ - -- - - ---
. 49.57' 47.02' S 48,a0' 47.36' 50.11' S 51.39' 54.61' S 53.32' S 50.00' $ 39'37'E - _
1.50' S 60.90' S 792.2' (REC.-DEED) _ - - - - - -. - _ M I I I 25' BL SETBACK (TYP.)>`/ - - - - - ---------------
5 _-
` 25' BLDG SETBACK (TYP.) - - - - -
LaJ htvl _ FF=281.3 / - - _. - _ 76�2. ------------ -i-J
FF=281.5 Fir N S
JW 281.7 F-= o FF=283.3 FF=282.7 C2
'1, Iz I N 12$ v N 127 `� `� '' 0 2822 282.8 FF=284.1 FF=284.0 FF=283.8 w w \ S3i
`" 126 v n ,,. FF=283.8 FF=284.1 !' ;n o, FF=261.9 FF=281.0 \ I
FF=283.3 , f N �n o rn S ,
io z _ v o .r i� ,,. m o N ,., m !+' °? 1 17 0 116 N o /u '9 COMMON LOT
I i = s.s85 SQ. FT 125 N 120 M 119 0 118 � g 115 n o 'Os9?F (t .6 3 ACRES)
z I i I 5,697 s4- FT - 124 N o 123 122 N _ 121 _ O O _ 114 ry FF=280.1 \ s
5,819 SQ. FT N `= •" o z f z z 5,691 SQ. FT N 5,630 SO. FT z 5,500 SQ. FT
L=20.03 B 5,941 to z 5,665 SQ. FT o 113 \ N
25' LDG S FT 6,075 SQ. FT 6,092 SO. FT 5,773 SQ. FT z 25' BLDG SETBACK Typ. 5,557 S0. FT 5,969 SQ. FT z '- io S of I w
- - - -- is K (TYP.) 6,217 SQ. FT 6.104 SO FT L ( ) ^`O > FF=279.1 \ - W
uTI _ 6,879 SO. FT o�
L=36.2z - L ESMT (TYP_) - - - - _ - - - - - 15 unL ESMT (Trn.) _ ti o s w . � I o
$ fi3.79' - - _ - _ - L=21.74- - L=17.73- - L=8.01 - - _ '� N
11.09 S S 50.00' 6.93'- - - - - - - - - - - - - - L=48.62 31.28' 50.OD' 112 (n O� o a w
50,00, 28.48' 41.53' tP �• a z
0=3'54'24' I S 50.00' L_ h o o d
L=54.55' R=800.001 S L=44.00 L=5579 L=53.24 L=32.75 2-2.71' S S S S 5 S S $ S -46-56 \ \ 6,923 SQ. FT �0 , orn• s'' `�^ `�
CH=NB5'14'27"W--N83'1T15"W s $ s S S Is STILL DRIVE I D=6'04.36• ��N (� �� R�bti°` FF=278.1
"E _ NB3'17'15"1y I L=84.85 R=800.00' I N8lr07'41'W I S 4,5j \ \
D0+ L=54.54 I 37.59 170.72' �- i 50' PUBLIC R W))=- - - - S \
S S L=190.54'R=1000.00' _ S� _ I CH=S88'S0'01'W I_ 122 82• �- pH D, \ \ 111 \ $ DEED RECORDED AS DOCUMENT �2010022643 I DEED RECORDED AS DOCUMENT #2010023484
S PM I -" - CE f 47'43"W 101.19' In (� S
\ I S CH=;fM'44'46`W DH 585 I L=84.81 I N I C T49SS• D�J (`4, \\
S S S S h� R� 3• -,i
50.pp' S S L=19025 I g S $ S PM �'Sg. 7S S 6,970 S0. FT ✓ 40'-.-I
I Sp.�• S S S L=54.11 41.76' 50.10' 30.96' (- 3`7S �� \ ti`' .N b. I I
50.32' _ L=8.24 - _ L=58.p 3s `r \ 59 r s (�. 1.0') ( " ) 227.1; (REC.-DEED) O N8T11'E REC.-DEED 277.2' REC.-DEED) O
.__I \ PRO OSED - - - - 33.13' S S 5 34.07' S s N89.07-E REC.-DEED
SEWER & i•+� - - - - - L=48.66 L=49.00 L=48.52 L=33.21 - --L=19.84 - - - - - L - - _ - 3 S >x w S to \ P`'�' 95 \ >s 4 E 1 2' IP S8T33 49 E 228.21 (REC.-BURN)
+ `2\ DRAINAGE ESMT. � L=15.93 - - 76.80•_ - _ - 15' UDL ESMT (TYP.) - \ �a. FF=277.0 O / 5 ( )
.775.00 �� BY SEPARATE � 25' BLDG S - - - - - - - - - - - - - - - - - - - - \ \.6.52' ` 110
s s E S89"07'49"E 260.40'(REC.-SURV) 6
_ ' O' DOCUMENTS FF=281.5 SACK (TYP. --_ 5
- _ 25' BLDG SETBACK 11O ( )
14'27"W s I 129 =2825 - - - - FF=284.1 w FF=284.0 /
\ FF_ FF=283.7 FF=283.2 FF=282.5 \ \ 9248'
52.84 �- � FF= a2.o (TYP.) FF=2B1.7 \ ( s s s 44.14• s 51.2r s $
r \ ui v _ FF=282.9 Ff=284.1 w ^ - m 'v rn \ .� / $ 5,495 S0. FT .10 5,00'
y o ^ m N S \ E 7.11' 67.5T 5' UTL ESMT T(P.
,. I �w _ a " 130 < o FT=283.4 FF=ze3.a w n 138 139 140 - 141 \ /I\o� W
$- ( ) S2'35 12"W
137 m 9 O 5' ADDITIONAL R W 22.60
=52.83 \ n o� ou 131 h� <� _m oo 0 5 ➢, C2 - -- � -
5.2s6 n o O 132 - a o 135 ^ 6 136 m o O o n o b o \ \ S/ ?� \ ta� y \ O O I 62.60
r • d' S0. FT 5,2s5 SQ. FT umi "' o O -`�' ,Qi 133 :n m 134 0 o O o o h to N "� $ \ \ p0 c^ '� �.
3"54 24 N342'12 W O \ 5,361 SQ. FT n o o N ^ 5,477 SD. FT 5,603 SQ. FT 5,422 S0, FT 5,345 SQ. FT ^ 6,565 SQ. FT $' fF=279.4 p �0 FF=2757 S w 25' BLDG SETBACK (1YP.) N735'12'E 77.2T I
I 5258 SD. FT \� o \ (COMMON LOT) m IE1
39.72' \ sf �J8T40'18^N Y5' S,46 $Q FT - b ^ 5,249 SQ. FF S
��, S 109 ( ) ip $33'24'10 BLDG BACK 2(TYP,} 5,503 SO. Fr 5,499 S0. FT = SEE DETAIL I Z 2-788. s3.73 - - _ _ _ - _ s s si32'2o E W �m
a, 0 25 B G SETBACK TYP.
1 .6 3 ACRES FF v2.s FF 71.s I 1 SEE NOTE #8
I 50.00'= - �m -_ \ {' o \ \ C2 �w N FF103 9 z 102 101 C6
1-- 25' BLDG SETBACK (lYp.) \ 5,243 SD. FT, FF=273.9 0 < rn I f 7
'A' I - - - - - - - _ to o I I f APPROX. LIMITS OF ZONE AE
A $ 50.00' - - - 16' SEWER - - - - ' _ _ 6,625 SQ. FT .W \ Q� gyp. Z Opp 4
= 52.98'-- So - 49.90- S 48.73' S 48.59' - - 50.05'--49.99'_� 36.�' S \ gl \��, s .� 91 ; 104 z _I ' r FLOODPLAIN (SEE FLOODPLAIN
N8T40'18'W o> `- 128_ N83'19'13"W - - - - -' - ESMT. 50.00' S - - - - - - - - _ 6,556 SQ. FT 5 S . _J STATEMENT)
Sa 38' - _ N89'S8'45"W Y 43'- _ y S 9 0 $. �• \ g�9 cj50� S88'45'O7'E I$ N88'13'40'E 109.96' S z FT 8700 SO
207.36'- 54.76- 5 ----- --��'� t / r p �, S- ti9--- �- S - 37.11'-- - 50.05 i
0 610 Q 8 I NT
- S N8T38'08 W- - - 33. eti 1. $ o oo• - a - S 5 I
i6' DRAINAGE - F- -T - _ -
14.65' � _ -- - � 58552'46"W 154.66' - - - - - / I I 59.91' ,n �0 7.964 50. F7 � S
29.85' ESMT. I 52'50'2TW - - - - - - - 53.30'- �� - - - - - $ _FF=274.4 8 S8T52'36'E - > - - S 10
S - - - J �. ,`� y� / �\ 'v �- `�� \� - - - - TYP. 6- - z - - 491.04'_ _ % I +
2003047684 1 48.27' N8T5a'29W / 3ti/•E- s ---
¢ 16' SEWER ESMT. 689.07' g / g9 � s. 108 -�) - _ - - - - �,43.5b L=32.89S- L1 C S2'35 12"W
228631 1 94.48' q 1s' DRAINAGE / i15"W N ati \-- s I m I w ,L=7.09- - g
N81.2623"W S 20 ESMT. //N\ FT=275.6\ \ 15.33'' a o M o FF=273.8 m FF=2739 / 27'44
191.22' / / / \ s s s,00s so. Fr o FF=273.8 IN I y N N /�N s s 0' 20 15D.00' S 70.06
/ / 143 \ ry I- i 106 - 105 r m / \ `-11. N8T24'48 W
16' DRAINAGE ESMT / / \ \v. lO7 LL' / g5450W DH I61.56'
`K\ S \ ✓s S / \ .�, , i S \ cST 12
/\ 5,746 $Q. Fib \ .moo' / pt1 \ _ ^ 5,590 SQ. FT 6,743 SQ. Fi 1}`u �,70.91 I C3
O C \ 6.7D1 S0. FT I- 1 S
�. / 51- S/ o n v ./ 5 i \ S 13
N C3 .r hk FF=274.6 \� (yg \\ \ to ICI I z 25 BLDG SETBACK (TYP�� \ 11
O (COMMON LOT) 6^U J A 6c 144 %` ---(-) - -9.74 Se5 S 59-66-- 31s6'
1 Z \�6 L=14.04, S \ g z $l S yl 1.=
�� m s urn ESMr TIP. Tv"
3e 1at C4
5.51 ACRES 0 `-'' lam, D� -S rt1�0 i, tis5,900 SQ. Fr , ss.So.00' $ �sW 3S"k, ��`,yE \ \ c (s sgB' b¢. $ L 50.97'L=55.61 \ 1 � 05 t+ I
F- Z 9 j' O� c� \ �hy`, \ h,*66 R 7$p� -32.47 5 26.93' I S 19 S \9 i I APPROX- LIMITS OF REGULATED
W J 0' ,`T, $ ,L00 \ (o Sp9 lV I _150. , I 7y ,i STILLMAN DRIVE D 2529 00 oN 1A'I FLOODWAY (SEE R000PWN
` ?S• ! \ ( Ds _ S (50' PUBLIC R/W) I L 66]3 R w APPROX. LIMITS OF REGULATED STATEMENT)
U h "G' \ S? DH N89'16'131Y 128.90' I CN=5T7' $ i
d \ \ �B -CE 59p8 \ FLOODWAY (SEE FLOODPLAIN I 4o'-_y.
W ~ GO (p� \ \ L 66.E STATEMENT)
LLj 00 OD•1 N4714'26'E S FF=273.9 "9q\ g I S 8.69' I S 1 F-
S O� 43.05' �S /lyA L=35.41 L=7T.85 j I N _ ca
,•uiao,n:e„v, P O 0' F`' C1 �_ 128.90'
clNc(,' 2019CO7019 �o is ti '°- l - - - - - - \ \
ter• m� ZIP-, _ ILU
yS
/ i`�« 'p �';�r �� \ 17.967 SQ. FT - - - - - �- -�' ' S3948'07'E
LEGEND ; > Ea �+aESE"TE� i> .2M;. _. =v RECORDED p704-2U'5 �3 to ��: TINT GO�° $ � $ \ \ el ,5' UTIL ESMT (TYP.) � I � Z cn
1t, r.- `v J!T `' �51 c^��yL, `63 \0 \ \'�56.44'
E EXISTING 1 /2" REBAR ' n " = n olfiwl Reco ds of Te , Hollingsworth CirwUCWnty clef* 1 G B\ ` , . � F N39'48'07iY f\ \6 w I "I w N
�.� 00 Zip_ l¢ \ g)\S3�\ �119 69.58' \ \ 56727'S4"E I „�, W
(UNLESS OTHERWISE NOTED) PULASKI co AR FEE s2D DD t�J O s 6�F \ N5-y: \y\ �19.62' ¢ 15' UT1L ESMT (TYP.) ' z PO N j R
S SET 1/2" REBAR c SJ P�' 'ems \ N29'14'16'W_� \'hh VQ
i;� ��' O �S2757'02'W 5' ADDITIONAL R/W NIA
WITH CAP "PLS-1697" ^?: a �S �C� ti Ok y� �� \ 1a.s2' `�Ckf
(UNLESS NOTED OTHERWISE) O`i co. i N58 t1'41"W�� 23.78'
BOG 13.42' DRAINAGE ESMT. I ,2z WI
o IRON PIPE/REBAR (UNLESS
NOTED OTHERWISE)
• PERMANENT MONUMENT
(5/8" REBAR W/2" ALUM. CAP)
STONE MONUMENT
XDH DRILL HOLE WITH CHISELED "X"
A R/W MARKER
R/W RIGHT-OF-WAY
CE CENTERLINE
IP IRON PIPE
RE REBAR
(M) MEASURED DISTANCE
(REC.) RECORD MEASUREMENT
CALC CALCULATED POSITION/DISTANCE
P.O.B. POINT OF BEGINNING
P.O.C. POINT OF COMMENCEMENT
WD XXX-XXX DEED RECORDED IN BOOK XXX, PAGE XXXX
FENCE
UTIL UTILITY
BLDG BUILDING
ESMT EASEMENT
ND.
O SOUTH LINE OF THE N 1/2 OF THE N 1/2 OF
N8756'16'W THE SOUTHEAST 1/4 OF SECTION 1, T1S, R13W 18
E 5/8' RE� --1244.43 - - - - - s
LINE SEGMENT DAA
BEARING
LENGTH
Ll
S 89'17'32"E
10.00'
L2
N 89'17'50'W
10.00'
CURVE DATA
A
RADIUS
ARCLENGTH
CHORD/LENGTH
Ct
87 39'50"
25.00'
3U5'
S 46'49'34"W, 34.63'
C
34'56'26"
25.00'
1525'
N 73'11'14'E, 15.01'
C3
38-43'58"
25.00'
1690'
N 69-52'43"W, 16.58'
C4
91'46'45"
25.00'
405'
S 43"21'20"E, 35.90'
CS
90'00'00"
25.00'
3927'
N 42'24'48"W, 35.36'
C6
51-11'56-
25.00'
2254'
N 65'03'32'W, 21.60'
N87-56'16'W (REC-SURV.) 1785.98' (REC.-SURV)
S887314 (REC.-DEED) 1785.0' (FEC.-DEED)
SHEET 1 OF 2
II
L -
PROPERTY : 1 O
239852.10 SO FT C3
5.51 ACRES
(COMMON LOT)
5.51 ACRES
S88'31'W (REC.-DEED)
541.55
DEED RECORD IN BOOK 00, PAGE 068425, AND BOOK 01, PAGE 046046, AND BOOK 01, PAGE 085232
STATE OF MISSOURI SS
COUNTY OF BOONE
8
0.1
wrl
SUBSCRIBED AND AFFIRMED BEFORE ME THIS ��DAY 0fj?42018.
NOTARY PUBLIC
MY COMMISSION #(`+g/i Z.v '
KUl/tGkl IrArn ! f EXPIRES
W:D /D
5.00' I
134.91' I $ 15
E N87*53'28"W 139.91' i
S88'31'W (REC.-DEED) c�
S8T53'28"E
5.00,
0 0 o I I
0
� Y N
�I mp8
�Ci O ar
1rri7r� o a m I I
o ( �J moo wa
ui ✓ c9 / _' � it m w
N r o o p Q
� m
I HEREBY CERTIFY THAT I SURVEYED TiHE ABOVE DESCRIBED PROPERTY, WHICH LIES IN A
PROPERTY CLASS OF 'A' (URBAN AREA), AND SUBDIVIDED IT AS SHOWN ON THIS PLAT IN
ACCORDANCE WITH THE CURRENT ARKANSAS STANDARDS OF PRACTICE FOR PROPERTY BOUNDARY
SURVEYS, WITH A RELATIVE POSITIONAL ACCURACY OF +/- 0.25 FEET, AND A MATHEMATICALLY
CALCULATED RATIO OF CLOSURE ERROR OF 1:324,383 FEET.
SURVEY AND PLAT BY
(AR) CERTIFICATE OF AUTHORITY FOR LAND SURVEYING #2968
ffc= NN
DESIGN GROUP, LLC
2313 SUITE C, INDUSTRIAL DR.
COLUMBIA, MO 65202
PH_ (573) 445-4275 r
MKLASINGOTREKKDESIGNGROUP.COM
KENNETH FARRIS
Notary Public, Notary Sap.'
State of Missour,
Col" County
Commission p 1496566
My Commission Expires 04-22-2022
STATE SURVEYOR'S FILMING CODE: 500-01S-13W--01-200-60-1697
JOB NUMBER 18-024
FINAL PLAT - VALLEY SPRINGS COTTAGES
MICHAEL LARRY KU5;W P.L.S. 1697
,
DATE
4 I W