HomeMy WebLinkAboutS-1509-C Map 1r
I TOWNSIMP LINE
BASELINE RD
T -1 -1 1
TWE$T PARK
- II -
3 SLEET 1 OF 2
J UL �-
w
THOM PARK
3
LT-T
-+--
-
MABELVALE
I
CUTOFF RD
APPROX.
LOCATION MAP
SECf10N LINE
(SECTION 1, TiS, R13W)
SCALE: 1" = 2000'
APPROX. RANGE
LINE
4
I
i K00410 k 1
KEY MAP _
FINAL PLAT
VALLEY SPRINGS COTTAGES
SECTION 1, TOWNSHIP 1 SOUTH, RANGE 13 WEST
LITTLE ROCK, PULASKI COUNTY, ARKANSAS
JANUARY 28, 2019
DEVELOPER
DHTC DEVELOPMENT, LLC
1900 E. LARK LANE
NIXA, MO 65714
OWNERS
N & G CONSTRUCTION, INC., AN ARKANSAS CORPORATION AND VALLEY SPRINGS COTTAGES, LP, AN ARKANSAS
LIMITED PARTNERSHIP, BEING OWNERS OF THE BELOW DESCRIBED TRACT, HAVE CAUSED THE SAME TO BE
SUBDIVIDED AS SHOWN ON THIS PLAT.
IN WITNESS WHEREOF, N & G CONSTRUCTION, INC. AN ARKANSAS CORPORATION AND VALLEY SPRINGS COTTAGES,
LP, AN ARKANSAS LIMITED PARTNERSHIP HAVE CAUSED THESE PRESENTS TO BE SIGNED.
EASEMENTS, OF THE TYPES AND AT THE LOCATIONS AS SHOWN, ARE HEREBY DEDICATED TO THE PUBLIC USE,
FOREVER.
STILLMAN DRIVE AND 5-FOOT OF ADDITIONAL RIGHT OF WAY FOR GEYER SPRINGS ROAD IS HEREBY DEDICATED FOR
PUBLIC USE FOREVER.
N & G CONSTRUCTION, INS AN ARKANSAAS CORPORATION
NE SALTER, PRESIDENT
AND:
VALLEY SPRINGS COTTAGES, LP, AN ARKANSAS LIMITED PARTNERSHIP
BY: VALLEY SPRINGS GP, LLC, A MISSOURI LIMITED LIABILITY COMPANY
ITS: GENERAL PARTNER
TAMMI CREASON, MANAGER
STATE OF
COUNTY OF I-fr u I {20( � SS
cA ON �S IN THE YEAR 1B' BEFORE ME,
A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY
APPEARED V .vy',i. KNOWN TO ME TO BE THE PERSONS
WHO EXECUTED THE WITHIN FINAL PLAT AND ACKNOWLEDGED TO ME THAT THEY EXECUTED THE
SAME FOR THE PURPOSES THEREIN STATED.
NOTARY PUBLIC
MY COMMISSION #
EXPIRES:
i SHARON BURCHFIELD
Notary Public A r Ka ns as
Faulkner County
�My Commission Expires 11-14-2024
/W) Commission d 12402339
NOTARY PUBLICLFFSHARON BURCHFIELD
otary Public-ArkonsasEX R/W MY COMMISSION #Faulkner county___---EXPIRES:mission Expires l l 14 2024mmission R 1240233
T i III IFICATION
ALLENDALE MANOR PHASE M I I A TRACT OF LAND BEING LOCATED IN PART OF THE NORTH HALF (N1/2), NORTH HALF (N1/2), SOUTHEAST QUARTER (SE1/4),
\ I
RECORDED
IN PLAT BOOK NO. 27, PAGE 63 I I w 1 I I ALLENDALE SUBDIVISION SECTION ONE (1), TOWNSHIP ONE (1) SOUTH, RANGE THIRTEEN (13) WEST, PULASKI COUNTY, ARKANSAS, SAID TRACT BEING A
r I RECORDED IN PLAT BOOK NO, 18, PAGE 45 I PART OF TRACT SHOWN BY THE SURVEY RECORDED AS DOCUMENT #201802286311, AND BEING DESCRIBED BY THE TRUSTEE'S
III I I f 461 I I I I NIA - I 1 21 1 /� /' DEED RECORDED AS DOCUMENT #2003047684 AND THE TRACT DESCRIBED BY THE WARRANTY DEED RECORDED AS INSTRUMENT
POINT OF COMMENCEMENT / I I - - - I I W NI #2018042270, ALL OF THE RECORDS OF PULASKI COUNTY, ARKANSAS; AND BEING MORE PARTICULARLY DESCRIBED AS
CENTER OF SECTION 1 I �� I I I I I I (✓ I I I - -- I -� // / /\ Z �I FOLLOWS:
(CALCULATED) / III I I I ��� I x I 120 1 (19 5 O \
I I I I � � 52 W N �i 1 COMMENCING AT THE NORTHWEST CORNER OF SAID NORTH HALF (N1/2), NORTH HALF (N1/2), SOUTHEAST QUARTER (SE1/4)
AS SHOWN BY THE SAID SURVEY RECORDED AS DOCUMENT #201802286311 (WHICH IS ALSO THE CENTER OF SAID SECTION 1)
(EAST, 9.5') (N. D.z') I I I I I I I (54� 1 I I N88'18'E (REC.-DEED) 975.00' (REC.-DE I) W ON THE SOUTHERLY LINE OF ALLENDALE MANOR PHASE III AS RECORDED IN PLAT BOOK NO. 27, PAGE 63; THENCE WITH THE
J L(N, 1.9')-- _ _ � 03) I I IX. 10' UTILM ESMT. I N88'33'E (REC.-DEED) I S88'18'W (REC.-PLAT) 975.45' (REC.-PtAt) W I SAID SOUTHERLY LINE OF ALLENDALE MANOR, PHASE III AND THE LINES OF SAID SURVEY, SOUTH 8T50'04" EAST A DISTANCE
SST50 04"E I -� - - - - - - - S- - - E L - - - - _ _ BY PLAT_ _ - _ _ N88'31'E (REC.-PLAT) L - - - - I I I I I S8 •0 1-W (M)(REC.-SURV) 975.62' (M)(REC.-SURv) v=j OF 190.46 FEET TO A FOUND #4 REBAR; THENCE CONTINUING SOUTH 8750'04" EAST ALONG THE SOUTH LINE OF ALLENDALE
190.46' CALC - -� - - - - J - - _ _ - - - - - Dc. 10' UTILITY ESMT. g ' 4
( ) E - S8T50'04'E L_ I I 1 /ANOR PHASE III A DISTANCE OF 827.34 FEET TO A FOUND 4 REBAR IN CONCRETE MARKING THE SOUTHWEST CORNER OF
29 190.10' REC.-SURV 28 - - - - - 6Y PUT - J E INNCONC4_ - _ Z/ 1 P.O.B.P-�L�'-j I Ex. 10' UTILITY ESMT ALLENDALE SUBDIVISION; THENCE SOUTH 88'07'41" EAST ALONG THE SOUTH BOUNDARY OF SAID ALLENDALE SUBDIVISION A
_ ------ ------ I r BY PEAT----
\ 827.50' (REC.-DEED) - - - _ _ _ _ _ _ _ _ _ - - - S 1- DISTANCE OF 143.27 FEET TO A SET #4 REBAR WITH CAP "PLS-1697" [TYPICAL FOR REMAINING CALLS IN DESCRIPTION FOR A
\ 827.48' (REC.-SURV) EX. 10' EASEMENT FOR SEWER PURPOSES AS� - - - - - - - - - - _ _ - - - - _ SET #4 REBAR] AND THE POINT OF BEGINNING:
-�- - _ _ _ _ 143.27'
27 RECORDED IN BOOK 1026, PAGE 587 31 �S
410.28' (REC.-PLAT) R=409.89' I I S s sg6•g4.52'E 29683' THENCE FROM THE POINT OF BEGINNING AND CONTINUING ALONG THE SAID SOUTH BOUNDARY OF ALLENDALE SUBDIVISION,
177.14' (REC.-DEED) 177.16' (REC.-PLAT) L=176.64' \ DRAINAGE ESMT. REC. AS 50.06' �.�.
N7707-W (REC.-DEED) \ DOC. 50,06' S SOUTH 88'0T41" EAST A DISTANCE OF 832.35 FEET TO A FOUND #4 REBAR MARKING THE SOUTHEAST CORNER OF SAID
CH=N75'29'21'W �'� I ¢ 16' DRAINAGE 50.06'
175.6' (REC.-DEED) 175.50' (REC.-FIAT) L=175'27-- ,fir.? I I I ESMT. ALLENDALE SUBDIVISION; THENCE LEAVING THE SAID SOUTH LINE OF ALLENDALE SUBDIVISION AND CONTINUING WITH THE LINES
0=24'41'27" \ `O \ _ I I o 25' B SETBACK (TIP.)
24.42'DO• (REC.-PLAT) \ _ _ OF SAID SURVEY, SOUTH BT17'30" EAST A DISTANCE OF 192.07 FEET TO A FOUND #4 REBAR; THENCE SOUTH 02'49'48'
(ALL COMPONENTS \ SURVEY RECORDED AS DOCUMENT #201802286311 0 _ '- WEST A DISTANCE OF 188.09 FEET, FROM WHICH A FOUND 1" IRON PIPE BEARS, N7T59'45"E, 0.95 FEET; THENCE SOUTH
REC.-SURV) \ \ �I'� ivl �=281.3
\ I a, I� w w FF-28i.5 FF= 8T33'49" EAST A DISTANCE OF 228.21 FEET TO A FOUND #4 REBAR; THENCE SOUTH 89'07'49" EAST A DISTANCE OF 260.40
o to 28t.7 W FF=2g2.2 FEET TO A FOUND #4 REBAR MARKING THE 40 FOOT RIGHT-OF-WAY OF GEYER SPRINGS ROAD; THENCE SOUTH 02'35'12"
\ F \ \ II \ PROPOSED ,� 127 126 WEST ALONG THE RIGHT-OF-WAY OF GEYER SPRINGS ROAD A DISTANCE OF 62.60 FEET; THENCE ALONG A CURVE TO THE
LEGEND \ do \ / I I 129 TEMPORARY ROADWAY _ _ _ z I I I Z 5 5 SO
�Z 5,697 SQ. F7 z s,8ts S Z - 125 RIGHT
TNGOIN AN RC LENGTH OF 805AFEET, ON RADIUS
NORTH 00RIGHT-OF-WAYFEET,
CHORD
DISTANCE
CVALLEY DRIOF 34.63THENCE FEET, ANDTH A CHORD
EASEMENT BYE EXISTING i/2" REBAR \ \ \ �N6�'S"w H63o i I \\ - SEPARATE DOCUMENT ( I L=zo.o>- 2s Q. 5,941 SQ, FT EAST AND ALONG THE NORTH RIGHT-OF-WAY OF VALLEY DRIVE A DISTANCE OF 10.00 FEET; THENCE ALONG A CURVE TO THE
(UNLESS OTHERWISE NOTED) ( B3 j I u I \ I - - - _ S K (TIP.) LEFT HAVING AN ARC LENGTH OF 15.25 FEET, A RADIUS OF 25.00 FEET, A CHORD DISTANCE OF 15.01 FEET, AND A CHORD
25' BUILDING I - - - 1
S SET 1/2" REBAR T \ \ �R4 SIN 3 \ LINE O L=36.22 - 5 UTL ESMT BEARING OF NORTH 73'11'14" EAST; THENCE SOUTH 02'35'12" WEST AND ALONG THE 40 FOOT RIGHT-OF-WAY OF GEYER
WITH CAP "PLS-1697" NF0 7J 7g0\ \ t 25 - -
S 63.79' )
(UNLESS NOTED OTHERWISE) yUNT7N \ \ \ 4apyQ,rgCRFCC �\ / zl� ¢o � ?��p-�- "a---� I D 1109
S4'24• NIa S S �� 50-o0•-� RADIUS O, SPRINGS R02D00 DIFEETNAEOF CHHO DO.06 FEET; DISTAN E OFEi1658 FFEET,CE ALONG AAND A CHORD BEARING OFHAVING
N RTHARC
69-52'43THOF WEST1TO9TTHEFEET, A
o IRON PIPE REBAR UNLESS PTO \ Rfc._ �J \ I < \moo \ ry is' SEWER ESMT. I L=54.55'R=gop,00 s
/ ( yt ) fir- h r S SOUTH RIGHT-OF-WAY OF VALLEY DRIVE; THENCE NORTH 89'17'50" WEST AND ALONG THE SOUTH RIGHT-OF-WAY OF VALLEY
p \ �A ( F ` m I N2"48 20 E CH=N85 ta'27-N&T17 15"W_
NOTED OTHERWISE} (q�F \ \ w - - IY h Ng3 tTtS"W DRIVE A DISTANCE OF 10.00 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING AN ARC LENGTH OF 40.05 FEET, A RADIUS
\ \ I S \ LOTUNE 1 50.00' S L=s4sa
• PERMANENT MONUMENT NL 37.59' 7t 0.72' -���- OF 25.00 FEET, A CHORD DISTANCE OF 35.90 FEET, AND A CHORD BEARING OF SOUTH 43'21'20" EAST TO THE 40 FOOT
\ I
(5/8" REBAR W/2" ALUM. CAP) \ - - - \ 24 S S PM 22 RIGHT-OF-WAY R GEYER SPRINGS ROAD; THENCE SOUTH 02'35'12" WEST AND ALONG THE 40 FOOT RIGHT-OF-WAY OF GEYER
N STONE MONUMENT
XDH DRILL HOLE WITH CHISELED "X"
0 R/ W MARKER
R/W RIGHT-OF-WAY
q CENTERLINE
IP IRON PIPE
RE REBAR
(M) MEASURED DISTANCE
(REC.)
RECORD MEASUREMENT/BEARING
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
A PORTION OF THIS TRACT IS LOCATED WITHIN A ZONE (AE), A SPECIAL FLOOD HAZARD AREA
SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD (100-YEAR FLOOD); AND A
REGULATORY FLOODWAY HAZARD AREA WHERE ME CHANNEL OF A STREAM PLUS ANY ADJACENT
FLOODPLAIN AREAS DESIGNATED MUST BE KEPT FREE OF ENCROACHMENT, PER THE FEDERAL
EMERGENCY MANAGEMENT AGENCY F.I.R.M. MAP, COMMUNITY PANEL NUMBER 05119C0461G,
EFFECTIVE DATE: JULY 6, 2015.
OUTBOUNDARY
COORDINXTE TABLE
NORIRING
EASIWG
NOR1•NG
EASIM
1
119838.93
1207108.27
17
119 27.89
1208450.02
2
119514.80
1208593.04
16
11947.38
1207908.62
3
119811.74
1207940.18
19
119.46.44
1207737.79
4
119802.67
1208132.03
20
11980.94
1207364.17
5
119614.80
1200122.74
21
11909.40
1207175.07
6
119605.10
1206350.74
22
11960.17
1207191-56
7
119601.15
1208611.11
23
11954.57
1207154.23
8
119538.61
1200608.29
24
11968.95
1207101.58
9
119514.92
12OM-03
25
11908.89
1207104.02
10
119519.14
1208607.41
26
11941.66
1206681.83
11
119449.15
120860425
27
11930.96
1206308.01
12
119454A5
1208588.68
28
119,74.87
1206138.33
13
119454.97
1208578.68
29
11982.07
1205948.01
14
119428.87
1208603.33
30
11992-16
1206665.19
15
119247.56
1208595.t4
37
119143.61
1206965.08
16
119252.71
1 120845&32
CERTIFICATE OF OWNER'S:
WE, THE UNDERSIGNED, OWNERS OF REAL ESTATE SHOWN AND DESCRIBED HEREIN, DO HEREBY
CERTIFY THAT WE HAVE LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT
AND SUBDIVIDE SAID RLAL ESTATE IN ACCORDANCE WITH THIS PLAT.
DATE OF EXECUTION NAME: N & G CONSTRUCTION, INC.
ADDRESS: P.O. BOX 1778
CONWAY, AR 72033
SOUCE OF TITLE D.R. TRUSTEE'S DEED RED. AS DOCUMENT 12003047684
DATE OF OF EXECUTION NAME: VALLEY SPRINGS COTTAGES, LP.
'ADDRESS: 1900 E. LARK LANE
NIXA, MO 65714
SOUCE OF TITLE D.R. WARRANTY DEED REC. AS DOCUMENT #2018042270
CERTIFICATE OF ENGINEERING ACCURACY:
I, TIMOTHY D. CROCKETT. HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN
MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION
RULES AND REGULATIONS HAVE BEEN COMPk1ED WITH "
DATE OF EXECUTION NAME: TIM Y D. CROCKETT
REGISTERE , PROFESSIONAL ENGINEER NO. 15089, ARKANSAS
STATE OF
COUNTY OF �11 trot SS
ON THIS 3b DAY OF IN THE YEAR 2M, BEFORE ME, ;��'+,� �r � / �� A NOTARY
PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED C_ -- tc , KNOWN TO
_ ME TO BE THE PERSONS WHO EXECUTED THE WITHIN FINAL PLAT AND ACKNOWLEDGED TO ME THAT THEY
TENA LANE -- - - - EXECUTED THE SAME FOR THE PURPOSES THEREIN STATED.
50' R -� -
N & G CONSTRUCTION, INC.
P.O. BOX 1776
CONWAY, AR 72033
AND:
VALLEY SPRINGS COTTAGES, LP
1900 E. LARK LANE
NIXA MO 65714
\ \ \ 26 1 N 8T40'18"W \\0 t@ 16' DRAINAGE ESMT. I I \ 23 I soao' S S SPRINGS DAD A DISTANCE OF 181.49 FEET TO A SET #4 REBAR AND ORANGE PLASTIC CAP MARKED "ARK PLS 1531";
E \ 14 65• - - - - / L - - - - - - - - - - \ SA RARy _ - 50.00' THENCE NORTH 8T53'28" WEST AND ALONG THE NORTH LINE OF LOT 1 OF MUNFORD ADDITION A DISTANCE OF 139.91 FEET
- I _ _ 33.13' .
/ \ SEWER & ^ - - - _L=iSs: TO A FOUND #4 REBAR AND ORANGE CAP MARKED "RLS 1203"; THENCE SOUTH 02'25'54" WEST ALONG THE WEST LINE OF
in M
R=775.00' cp.\ DRAINAGE ESMT. 25' BLDG LOT 1 OF MUNFORD ADDITION A DISTANCE OF 124.93 FEET TO A FOUND #4 REBAR AND ORANGE CAP MARKED "RLS 1203
^� BY SEPARATE FF_ SETBACK
L=52.84' Docur�ENTS :� _ -2g1.5 FF= 8 0•) - SAID POINT BEING ON THE SOUTH LINE OF SAID NORTH HALF (N1/2), NORTH HALF (N1/2), SOUTHEAST QUARTER (SE1/4);
\ CH=N85'14'27"W 9s\ i o 129 130 FF=282.5 THENCE NORTH 8T56'16" WEST ALONG THE SOUTH LINE OF SAID NORTH HALF (N1/2), NORTH HALF (N1/2), SOUTHEAST
\ jI(S,7.5'/E,1.7')
E (PLS-1374) QUARTER (SE1/4), A DISTANCE OF 541.55 FEET TO A SET #4 REBAR; THENCE LEAVING SAID SOUTH LINE OF NORTH HALF AND
L=52.83 \I^5,256 SQ. 0 THE ONES OF SAID SURVEY, NORTH 40'40'09" WEST A DISTANCE OF 262.44 FEET TO A SET #4 REBAR; THENCE NORTH
s D=3'5424 52 so. FTC
\ / ' �o 5.361 sq. F 7012'05' WEST A DISTANCE OF 397.10 FEET TO A SET #4 REBAR; THENCE NORTH 81'26'23" WEST AD DISTANCE OF 191.22
-,M67*40'18iY 2
i
s�>
i
a
di U N o
� I
I
w
1
w w
J
fq
a
Z O
O tV Ox o
0
0
z
z
I
w
z
o
C)
0
J
I
E
E 5/8"
RR
30
CER71FI0,TE OF SURVEYING ACCURACY:
I, MICHAEI L KLASING. HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY
SURVEY MDE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE
CRRECTU SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK
SUBDIVISIQJ RULES AND REGULATIONS HAV kEEN CO LIED ITH.
DATE OF D(ECUTION NAME: MICHAEL LARRYNAME: K�G
RPROFESSIONAL SURVEYOR N0. 1697, ARKANSAS
CERTIFIDTE OF FINAL APPROVAL•
PURSUAN TO THE LITTLE ROCK SUBDMSION RULES AND REGULATIONS, AND ALL OF THE
CONDITIOIS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED.
THIS CEHIFICATE IS HEREBY EXECUTED UNDER
THE
� AUTHORITY OF SAID RULES AND
REGULATIONS. 2 afi' doe g
DATE OF EXECUTION L.R. PLANNING CCMMISSION
r + co s33'2410 T s BL FEET TO A SET 14 REBAR; THENCE NORTH 6'40 47 EAST A DISTANCE OF 141.73 FEET TO A SET #4 REBAR; THENCE NORTH
� �Tl� l4 N3a2't2w.I Z ` 93.73 _- 83.17'15' WEST A DISTANCE OF 37.59 FEET TO A SET #4 REBAR; THENCE 52.84 FEET ALONG A 775.00-FOOT RADIUS CURVE
SCALE 1'=20' 39.72' I 50.00'-
SEE DETAIL -'i S 50.00'- - _ TO THE LEFT, SAID CURVE HAVING A CHORD NORTH 85'14'27" WEST, AND A LENGTH OF 52.83 FEET TO A SET #4 REBAR;
rt N8T40'18"W �, ` g_ N83' - 52.98'- THENCE NORTH 748'20"E A DISTANCE OF 50.00 FEET TO A SET #4 REBAR; THENCE NORTH 1'52'19" EAST A DISTANCE OF
Artt - ---1 Y
14.65' � 16' DRAINAGE--F---I-207.36'- 130.11 FEET TO THE POINT OF BEGINNING AND CONTAINING 15.58 ACRES, MORE OR LESS.
TRUSTEE'S DEED RECORDED AS DOCUMENT #2003047684
SURVEY RECORDED AS DOCUMENT #201802286311
GENERALNOTES
1. THIS PLAT CONFORMS TO THE ACCURACY STANDARDS FOR URBAN (CLASS A) PROPERTY BOUNDARY SURVEYS.
2, PERMANENT MONUMENTS ARE TO BE SET AFTER STREET CONSTRUCTION IS COMPLETE.
3. ALL MONUMENTS ARE TO BE SET AFTER CONSTRUCTION UNLESS OTHERWISE NOTED.
4. ALL CURVE DIMENSIONS ARE ARC MEASUREMENTS UNLESS OTHERWISE NOTED AS CH. FOR CHORD DIMENSIONS.
5. RECORD TITLE INFORMATION FOR THiS SURVEY WAS PROVIDED BY FIRST AMERICAN TITLE INSURANCE COMPANY, FILE NO.
NCS-885875-OMHA, EFFECTIVE DATE: DECEMBER 18, 2017.
6. THE DEED OF RECORD FOR THIS TRACT IS A TRUSTEE'S DEED RECORDED AS DOCUMENT #2003047684.
7. LOTS C-1, C-2, AND C-3 ARE COMMON LOTS AND ARE TO BE DEDICATED TO THE PROPERTY OWNERS ASSOCIATION (PDA)
AND ARE TO BE USED FOR GREENSPACE, DRAINAGE EASEMENTS/SWALES, AMENITIES AND/OR STORMWATER MANAGEMENT
PURPOSES. THE PDA SHALL BE RESPONSIBLE FOR ALL MAINTENANCE OF FACILITIES IN COMMON LOTS.
8. AN EXISTING 10' RIGHT OF WAY EASEMENT FOR SEWER PURPOSES TO LITTLE ROCK SANITARY SEWER COMMITTEE, RECORDED
AS INSTRUMENT #90-8533
9. ALL EASEMENTS LABELED AS UTILITY (UTIL) ARE INTENDED TOO ALLOW ALL PUBLIC AND PRIVATE UTILITY SERVICE PROVIDERS
EASEMENT RIGHTS NECESSARY FOR THE INSTALLATION AND SERVICE OF THE DEVELOPMENT AND INCLUDE, BUT ARE NOT
LIMITED TOO SERVICES SUCH AS, ELECTRIC, GAS, WATER, SANITARY SEWER, STORM SEWER, DRAINAGE, TELEPHONE, AND
TELEVISION SERVICE LINES AND FEATURES.
10. THERE IS APPROXIMATELY 14.4 ACRES, MORE OR LESS, OF THIS PLAT THAT LIES WITHIN THE NORTHEAST 1/4 OF THE
SOUTHEAST 1/4 OF SECTION 1, TOWNSHIP 1 SOUTH, RANGE 13 WEST AND APPROXIMATELY 6 ACRES, MORE OR LESS, OF
THIS PLAT THAT LIES WITHIN THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 1, TOWNSHIP 1 SOUTH, RANGE 13
WEST, PULASKI COUNTY, ARKANSAS.
11. NO FENCES OR OBSTRUCTIONS ARE PERMITTED WITHIN THE LIMITS OF DRAINAGE EASEMENTS.
12. THE PROPERTY OWNERS ASSOCIATION (POA) IS TO BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE
DRAINAGE EASEMENT AND DRAINAGE FEATURES THAT RESIDE ON THE REAR OF LOTS 129 THRU 134.
13. THERE IS A STORM WATER DRAINAGE EASEMENT AND TEMPORARY CONSTRUCTION EASEMENT AGREEMENT RECORDED AS
INSTRUMENT #2018042272 BETWEEN N & G CONSTRUCTION, INC. AND VALLEY SPRINGS COTTAGES. LP,. SAID EASEMENTS ARE
BLANKET EASEMENTS AND CANNOT BE GRAPHICALLY PLACED OR PLOTTED.
9 ' S ESMT. I S750'27 W
I 4&27'
@ 16' E I HEREBY CERTIFY THAT I SURVEYED THE ABOVE DESCRIBED PROPERTY, WHICH LIES IN A PROPERTY CLASS OF 'A'
Ngi•26.23� 94.41 (URBAN AREA), AND SUBDIVIDED IT AS SHOWN ON THIS PLAT IN ACCORDANCE WITH THE CURRENT ARKANSAS STANDARDS
19122, OF PRACTICE FOR PROPERTY BOUNDARY SURVEYS, WITH A RELATIVE POSITIONAL ACCURACY OF +/- 0.25 FEET, AND A
MATHEMATICALLY CALCULATED RATIO OF CLOSURE ERROR OF 1 337,212 FEET.
Ly SURVEY AND PLAT BY u
0 (AR) CERTIFICATE OF AUTHORITY FOR LAND SURVEYING #2968 �IIIII!i�I�igii�i� 20190070/9
W N 160RDED, 02-0420190314.M1 'W
ZILLJ
L~ in Official Records of Tern tiouingsworttr Circud/County Clerk
=LLJ PULASKI CO AR FEE $20 00
DESIGN GROUP, LLC
2313 SUITE C, INDUSTRIAL DR.
it COLUMBIA. MO 65202
PH. (573) 445-4275
MKLASINGOTREKKDESIGNGROUP.COM
(/
MCHAEL LARRY KLAS,KG P.L.S. 1697
STATE OF MISSOURI
COUNTY OF BOONE j SS DATE
SCALE: 1 " = 50'
0 25 50 100
BEARINGS ARE REFERENCED TO GRID NORTH OF THE ARKAMS
STATE PLANE COORDINATE SYSTEM, NAD 83 (NORTH ZONE 501)
AS SHOWN BY A SURVEY RECORDED IN THE ARKANSAS STA_
REPOSITORY AS DOCUMENT 1201802286311
(CONVERGENCE FACTOR =-00'12'14.53�
SUBSCRIBED AND AFFIRMED BEFORE ME THIS-994 DAY 0 _ 2018.
('
NOTARY PUBLIC ,! /
y_ ��,, MY COMMISSION /TC�v3�la r%
ikc 1 Fam1S / ==KENNETHFARRIS
EXPIRES Al/f �&go , Notary Seal
issouri
unty
CERTIFICATE OF RECORDING: a 14965667
tres04-22-2022
THIS DOCUMENT, NUMBER FILED FOR RECORD
IN PLAT BOOK PAGE
CLERK
FOR BILL OF ASSURANCE, SEE DEED RECORD BOOK , PAGE
S - /3'1) 6)- C.�
STATE SURVEYOR'S FILMING :ODE: JOB NUMBER18-024 1 SHEET 1 OF 2
5 0 0- 0 1 S- 1 3 W- 0- 0 1- 2 0 0- 6- 1 6 9 7 FINAL PLAT - VALLEY SPRINGS COTTAGES