HomeMy WebLinkAboutS-1509-C Map 2FINAL PLAT
VALLEY SPRINGS COTTAGES
OWNERS
DEVELOPER
DHTC DEVELOPMENT, LLC
SECTION 1, TOWNSHIP 1 SOUTH, RANGE 13 WEST ' 90o E. LARK LANE
AND: NIXA, MO 65714
LITTLE ROCK, PULASKI COUNTY, ARKANSAS VALLEY SPRINGS COTTAGES, LP
rIi �I) I 11 JANUARY 28, 2019 1900 E. LARK LANE
I I IALLENDALE SUBDIVISION 111 �� 1 I NIXA MO 65714
I RECORD
\ WI I I I FbI IN PLAT BOOK IND- 18, PAGE 41 ` �\ 1 ROOD PLAIN STATEMENTN II
1 Li Z I I I I I I I \ A PORTION OF THIS TRACT IS LOCATED WITHIN A ZONE (AE), A SPECIAL FLOOD HAZARD AREA
/
i 2 I 119 1 O -JI (�� I / III \ I I \ ( ) I SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD (100-YEAR FLOOD); AND A
U I ✓ I I (fig 1 III (� 1 I (�� ' I 1 �13� I n� ( I WARRANTY DEED RECORDED AS DOCUMENT 12015057106 REGULATORY FLOODWAY HAZARD AREA WHERE THE CHANNEL OF A STREAM PLUS ANY ADJACENT
1- F- I I I I `� I I `� , ✓ �� \ ✓ FLOODPLAIN AREAS DESIGNATED MUST BE KEPT FREE OF ENCROACHMENT, PER THE FEDERAL
W SURVEY BY BROOKS SURVEYING, INC. DATED: AUGUST 31, 2007 EEMERGENCY FFECTIVE DATE:ULYMANAGEMENT, 2GOit�Y F.LR.M. MAP, COMMUNITY PANEL NUMBER 05119C0461G,
_ �I III I I I 1I1 I \ I I RECORDED AS DOCUMENT #XXXXXX SCALE: 1" = 50'
NBE-18-E (REC.-DEED) I 975.00' (REC.-Cf0j 1
S88'18'W (REC.-PIAT) ( 975.45' (REC.-P )I
0 25 50 100
W S8H0T41"W (M)(REC.-BURN) 975.62' (M)(REC.-SURV) WOOD SHED ENCLOSURE ) BEARINGS ARE REFERENCED TO GRID NORTH OF THE ARKANSAS
P.O.B.
LLI I • I I (S�UTH END ENCROACHING 0.4') , EX, 10' EASEM�T FOR SEWER PURPOSES AS
_ _ _ _ \ I I O STATE PLANE COORDINATE SYSTEM, NAD 83 (NORTH ZONE 0301)
l"l- - - - - - - - - - - - - - - � - - - - - - - - - - - - � I � _ - - - - - - - � L RECOR DIN BOOK 1026, PAGE 587 2 AS SHOWN BY A SURVEY RECORDED IN THE ARKANSAS STATE
S - - - --S88'07 41 E 832.35 - - - - - - - - - - - - - - - - - - - - - - NBT15'E (REC.-DEED) EX. 10' EASEMENT FOR SEWER PURPOSES AS
- - - - - - - - - S - - - - - - - - - - - - - - - 5 - - - - _ - - E (IN CONC.) REPOSITORY AS DOCUMENT #201802286311
-Is S8717 30 E O RECORDED IN BOOK 1026, PAGE 587
_ I I S S86'04'52'E 296.83' C2 - - - - - - - - - - - - - E (�' 1'OS') (CONVERGENCE FACTOR - -00 12 14.5 )
50.06' S g g N89'2T34'E 251.8T 5 - - - - - - S88'07'41'E 154.82 - - - - - - - - - - - - - - --192.0T(REC.-SURV)_ _
' S0.06' ---- ------ CO 3
I q 16' DRAINAGE 50.06' S 50.06' - - - - - - - - - - - _
49.57' 47.02' S 48.40' 47.36' 50.11' S 51.39' 54.6V S 53.32' S S860-9'37"E - - -
O ESMT. �.00' S 51.50" S 60.90' S S. 192Y (REC.-DEED) - - - - - - - - -
� - _ zs' B SETBACK (nP.) a• - -� - - - - - -
- - - f 25' BLDG SETBACK (TYP) �2�f I - - - - - - - - - - - - - - 7
FP=287.,3 FF=281. S
iv 5 w FF=281.7 W FF=282.2 FF=284.1 o FF=283.3 W FF=282.7=281.9 w
.n ?' 128 N ^ ."'* '� cn FF= ff=284.0 FF=283.8 FF-281.0
cV Iz -I N a 127 '- b - 282.8 FF=263.8 fF-284.1 r a rn o .r `S9• I I
O �� 126 �� a� .3 FF=2s3.3 N� Mm �m 118 117 NS 116 NO N� o �D o? (COMMON LOT)
I I z' r 125 o p o a 0 120 119 O o 115 s.
z 5, _ o N o r N O 114 FF=280.1 9 1 .6 3 ACRES _�
sB5 so. FT Z O N< 124 N O O 122 121 O z O z H z -5,500 SQ. Fi f O z \ w I W
Z i I i 5,697 SO. FT 5 '- '� O 123 N :n O O 5,630 Sp. FT z 5,96OFT _ ,a , I w
_ - - ,819 SQ. FT " _ N z - z 5,665 SO. FT 5.691 SQ. Fib 5,557 S0. Fi 113 ° ' \ S N I I
5,941 SO. FT _ 5,773 SQ. FT z 25' BLDG SETBACK (TYP.) h c' 00 U of
L-20.03 25' BLDG S 6,075 Sp. 6,092 SQ. FT _ L..I U
_ - - _ K (TYP.) 6,217 SQ. FT 6,104 SQ. FT -� --- ^ a FF=279.1 \
L=36.22 - r 15 UTIL ESMT (TIP. - - - - - _ 15_UTIL ESMT (TYP.)879
63.79, - tr - - ) _ _ _ _ - L=21.14 - rL=17.73 - _
17.09' S g 50.00' 6.93' - - - - - - - - - - -- - f 50.00' 47 8 01 112 o N O
s L=48.62 31.28' \ r
D=3'54'24' i S 50.00' 50.00' 28.48' g S S S S S = 6,92, SQ. a "'
L=54.55' R=SOO.00I 5 L=44.00 L=55 9 L=53.24 L=32.75 22.71' S S S
L 4fi.56 FT 0 \ s
-N83'17'15"W s s S s DRIVE I D=6'04'36' w1�
CH=N85'14'27'W I 17'15-W I S S 5 N I S C=47S, \ �a��hrye FF=278.1 \ o 0 77D m I a
STILLMAN I L=84.85'R=800.00' I N$80T41w g
D0. L=54.54 ' - D=10'55'02' - 50' PUBLIC R1W� - -
37.59 170.72' -��- I S I CH=S88'50'01"W a L� 122.82' �- DH (, D, g \ 111 S DEED RECORDED AS DOCUMENT 42010022643 DEED RECORDED AS DOCUMENT 2070023484
S 4 _ L=190.54' R=7DDD.DD' \
IS S PM I - -� pH 585'4T43W 101.19' I L=B4 81 L I N IfgS �p� `,y \ I iiE
CH=N88'44'46'W I CH Sq�'73 ,p \ 6,970 SO. FT
I \ i 5 s I L=lsoss I s S s s s s s s PM ays9. �� �
PROlOSEDI - SO.DO'- 50.00• 33.13' S S S S S 5 S ri0.32• 34.07' - L-54.11--L=8.246- - 50.10'� 30.96' L Z'74j4�S,Sk�' S �`\\ d h9S9 4 E T41 P) N89'0TE (REC.-DEED) 227.1' (REC.-DEED) O N8T11'E REC.-GEED 277.2'(REC.-DEED
�. y2 DRAINAGEEWER 3MT. -- - - --L=15.93 - - - - - L=49.00 L=4&52 - L=33.16.80'_ _ - - - - -LL=19.64 - 15' � E 0YP.)- - - - - ` \ �`ty� \.6.52• , S ) 5 E 589'07�49�E ) 260.40'(REC.-BURN) 0
_ L=48.66 \ ��- FF=277.0 )
/ SST33 49 E 228.21 (REC.-SURV
=775.00 \ BY SEPARATE ^ 25' SETBACK - - - - - - - 25' BLDG SETBACK (TYP.) !. \ O S ( )
BLDG S 110 221.70' S
=52.84 DOCUMENTS FF= 82.0 - -- - - - - FF-284.0 FF=283.7 FF=283.2 � FF=282.5 FF=281.7 c�, \ \ 44.14' S 51.21' S 67.57' S 92.48'
\ �'" F7'=28 FF=284.1 w E EAST, 0.5
g I 2.5 3 - \ so / S 5,495 S0. FT 129 FF=282.9 FF=284.1 w N .3 15' UTIL ESMT (TYP.)
14 27"W AS I . o 0 130 0 0 131 FT=za3.4 w FF=2B3.B m 136 137 0 o O o O o O 0 141 0 \ �' \y '� g. �• CZ - - 5' fiIONAL R/W
\ s \ F $- 7.11' SOD' S2'35 12'W
9 w o w 138 139 140 9 �' o _ zzso'
=52.83 m 132 o - ^ 135 o �� \ S_ \ `' o`FF= 7s.7 a , - - 62.60
5,256 $Q, n o O N v v n 134 r r o o in in n I/
T54'24� \ !! F7 5.255 SQ. o o ri 133 m o o O < 5,477 SQ. FT 5,603 SQ. FT 5,422 SQ. FI ^ 5,345 50. FT ^ - 6,565 S0. FT c� FT=279.4 S w 2' BLDG SETBACK (TYP.) N735'12'E 77.27' I
FT 5,361 `* - O n o O <' o O N �+ 5,258 SQ. FT \\ S \ 1 D9 \ (COMMON LOT) a, "_[; 25' B SETBACK (TYP.) i I Nsa2'72w1 , o sQ. FT - - -
39.72' ��', �18T 10'18"W B� 5 K6 S0. Fi f 5,249 S0. FT - - O S S35'02'20'E O � FF=272.9 rn I I d
/ <O S33'24'10 25 K TYP.1 5,503 S0. FT 5'�9 �' FT J5.1,1 c-vw m -rn O _
142 \ s - N 1 .6 3 ACRES FF 272.s FBA K (T 1 SEE NOTE 8
93.73
2 egg _ }� 25' BLDG SETBACK (TYP.) 'o \ 5 243 SQ. FT, C2 - FF=273.9 o a, I 7
SEE DETAIL I SO 00' - �� - - - - - - �. _ - - - - - - - - - - - - _ 6,625 SO. F t1 ' ��" \yam 1 \ \ �04� aryl �w 3 104 1 D3 z 102 b o 101 C6 I I I APPROX. LIMITS OF ZONE AE
16' SEWER- S 48.73' S 48.59' - - 50.07- 5-49.99'_ 36.09' S \ 95 y >. s 'gym. \ 95 z -i % O FLOODPWN SEE FLOODPWN
Vim_ ESI,1T, �_�• S 49.90'- - - - - - _ - - - p O 6 �� S S88'45'Ot'E II N88'13'a0°E 109.96' S o d. z 6,556 SQ. FT 5 . FT 8,700 SQ- C1
128 - - - - - N89'58'45W 233.43'- - - 's �� S
76'- - - - - ``ayC� _
N8T40'18'W o, NSS S' - 54.38' - - Soo_ _ - Sr g9' S J - S ( STATEMENT
n 207.36''- - - 154.66' - •1 _ _
59.91' ,., ,0 7,96� S0. FT �- 10 )
19'13 S - NST38'OBtiY- �� - � 58552'46"M _`p >- / / '$_ � - 9 0 - - - - - 37-11' - - - - - - � S I
� ill' DRANAGE - F- -w -. - /G � - I I 50A5' i
14.65' „`�, ESMT. - - - -53 30'- �- - 'a s>. - - - r- - - $ �`L _FF=274.4 8 - SST52'36"E - - -
29.85' / I s750'2TW--------- _ /i t, - --- _L) a' - - - -
S ( 48.27' - _ _ N8T54'29'W� /1�'� 5't\ 'S$. `i \ -L- - - = 491.04- --L=32.89- -
�2003047684 'till' SEWER ESMT. ' �A7 S /,y 59 RL \ o" 108 I I - ---- -� - A3.55_ Ll C
94.48' € 15' DRAINAGE /ql �N3' FF-75.6\ \ 15.33' a ,� w w .L=7.09- `= $2'35 12"W
2 z 8 s 31 1 N81'26'23 s �, \ h FF=z73.e I ri I- / 3 7. '. ,
u,�� 20 ESMT, / \ S 9,009 SQ. FT •'" o_ o FF=273.8 ^ FF=273.9 / 9
W 191,22' / 143 \ m S T1.592R_44' � N8T24'48'W 70.06
o N N n / 2 S 0= 150.00' S
16' OIEVIIGE ESMT / S / 5,746 S0.7 \\ �� 9 /� \\\ 2,� �^ I ' z 6.743 S0. FT v� ice/ S \ S78'5910W DH I61.56' 12 C3
5 / \ \ N 5,590 SQ. FT �:55 E,,O.
\ 6,701 S0. FT o I;., I / 5 �i \ 13 S
C3 0- d 4R FF=274.6 !� \ n z 25' BLDG SETBACK TYP. S 11
IN L=14.04 S \ is - Izl I �/ 0% S 'V1/ \ S �'
59 66 31.5fi'
�� m s 1s' UTIL ESMT (TYP.) I -I , -9.7a' �;1e _ - - - C4
O 'COMMON LOT) ^� � „� $ 144 � ------ --- '
5.51 ACRES �� J 1 5 s \ 1, o I t4.52' - -1.DY s 1�9 /'
N�p•72, 5100 sQ FT \ uzss8b s 50.97' s s 50.00' s _55.61 s / / / i s
W 3g OJr'w O\� f� 5g5ti %\ \ �.yb R 7 C=32.47 S 26.93' S \ / / / G5 I 14 I APPROX. LIMITS OF REGULATED
W.Z ? 7�'`L $ \ �`'$`,Lp` ` ` \ l�7gsoBryw� i STILLMAN DRIVE I D=25'29p0 `' �A11` i / I FLOODWAY j(SEE FLOODPWN
=I �- J �s• \ <, os _ S I 50' PUBLIC R W _ R'
7
( / )- L=66.73 W / APPROX. LIMNS OF REGULATED STATEMENT
Cn U J��� ► \ ?es2 if DH N8916'13W 128.90' I CB=STI 59� \ 5 / / / FLOODWAY (SEE FLOODPWN 40'
LLJS� STATEMENT
OOG Ob, N4714'26"E S FF=273.9 "8y7� \ \ S I S 8.69' I S L=66. g5 / / / co
w )
CD
43.05 1ti �+ C1 17b \ L=35.41 1.77. / I -v
N & G CONSTRUCTION, INC.
P.O. BOX 1776
CONWAY, AR 72033
ROOM
(� r p >s J - I_ 128.90 I
I�'��p�'lii��I1��R�AI� I� 201900a19 �O 19V� 15 unL E (-� - - - - - - - - 7'E
r 4 �O S 17,967 SO. FT \ 539'48'0
=.r Recort[,t:c y.aao�s �» ra �" Pm G S O \ o� ESMT TYP. \ �� r I
LEGEND �-� sG Fsk, "� 695$ aE -
E EXISTING 1 /2" REBAR d c n Offiaai Recoras 'err, Hollingsworth Cira VQrnty C erk �y 00 yip A- 9,\�,\ �`` q6 \ �6 \ 5622T5
s� Z W T
(UNLESS OTHERWISE NOTED) PULASKI co AR FEE $2o DD �� s ' a F ^M �19.s2' Z 1s' unL ESMT (TYP.) � , i ;� CL a W
SJ "� Q \ilk M N
S SET 1/2" REBAR 1 ��/ T, `�a') f P5 0�'�� ����\ sb� N29'14'4,62' N Q
C C O S2TST02'1 5' ADDITIONAL R/W v)i�
WITH CAP "PLS-1697" pTjq A �� jt c, C 0�0 20 ta.6z'
(UNLESS NOTED OTHERWISE) LI Q G N5811'41 �N�'�
l Il F, 13.42' DRAINAGE 6YT. I
z
o
IRON PIPE/REBAR (UNLESS
NOTED OTHERWISE)
•
PERMANENT MONUMENT
(5/8" REBAR W/2" ALUM. CAP)
STONE MOMUMENT
XDH
DRILL HOLE WITH CHISELED "X"
A
R/W MARKER
R/W
RIGHT-OF-WAY
cL
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
_-k k.,.c.- Q�
OF
5 y PROPERTY : 1 FT O
O 235.51'i�� C3
6'
\91 ?�09 (COMMON LOT)
5.51 ACRES
O SOUTH LINE OF THE N 1/2 OF THE N 1/2 OF
N8T56'16'W THE SOUTHEAST 1/4 OF SECTION 1, TIS, R130 to S88'31'W (REC.-DEED)
E 5/8' RE� - 1244.43 - - - - - - - S N8756'16"W
541.55'
UNE SEGMENT DA
BEARING LENGTH
L1
S 8T17'32"E 10.00'
l2
N 89-17'50"W 10.00'
CURVE DATi
A
RADIUS
AI LENGTH
CHORD/LENGTH
Cl
8739'50"
25.00
�.25'
S 46'49'34W, 34.63'
C
34'56'26"
25.00'
.25'
N 73-11'14'E, 15.01'
C3
38'43'58'
25.00'
.90'
N 69'52'43 W, 16.58'
C4
91'46'45"
25.00'
05'
S 43'21'20"E, 35.90'
C,g
90'00'00"
25.00'
L27'
N 4724'48"W, 35.36'
C6
51-11'56"
1 25.00'
1 '.34'
1 N 65-03'32'W, 21.60'
N87'56'16'W (REC-SURV.) 1785.98' REC.-SIB
SW31'W (REC.-DEED) 1785.0' (TEC.-DEED
SNEET 1 OF 2
0® RECORDED IN BOOK 00, PAGE 068425, AND BOOK 01, PAGE 046046, AND BOOK 01, PAGE 085232
STATE OF MISSOURI SS
COUNTY OF BOONE
1 W n Ur
5.00'
16
134.91' I S 15
E N87*53'28"W 139.91'
S88'314 (REC.-DEED)
1
S8T53'28'E
5.00'
Wtit
o o g I I
z oY-0
w -`n rnw o for
c�v c`v� 17T/7Tjl C5 �mq
0
N -- Y I¢ ozo
w a /II
O�
m z w�mpa
W J
U11 UJ � I
E
I HEREBY CERTIFY THAT I SURVEYED THE 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
DESIGN GROUP, LLC
SUBSCRIBED AND AFFIRMED BEFORE ME THIS DAY 2018, 2313 SUITE C, INDUSTRIAL DR.
J COLUMBIA, NO 65202
NOTARY PUBLIC
,�� Farris MY COMMISSION
EXPIRES
KENNETH FARRIS
Notary Public, Notary Sea'
State of Missouri
Cole County
Commission N 1496566
My Commission Expires 04-22-2022
STATE SURVEYOR'S FILMING CODE: 500-01S-13W-0-01-200-60-1697
PH. (573) 445-4275 i r s
MKLASINGOTREKKDESIGNGROUP.COM -- ✓,'
JOB NUMBER 18-024
FINAL PLAT - VALLEY SPRINGS COTTAGES
MICHAEL LARRY KLASIIG P.L.S. 1697
$ I