HomeMy WebLinkAboutS-1509 Map 2APPROX.
SECTION LINE
rTOWNSW LINEBASELINE RD
T -1 -1 F
VALLEY DR
`-SOUTWEST PARK
o I SHEET 1 OF 2
J I
MlN N
rIt z ix
-I a
ri
- -t --t' T-F - -
MABELVALE CUTOFF RD
LOCATION MAP
(SECTION 1, TIS, R13W)
SCALE: 1' = 20GO'
APPROX. RANG£
LINE
I
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, INC. AN ARKANSAAS CORPORATION
aft��-
GENE 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 SS
ON THIS , 4F IN THE YEAR 2�$;' BEFORE ME,
-_ . A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY
APPEARED KNOWN TO ME TO BE THE PERSONS
WHO EXECUTED THE WITHIN FINAL PEAT AND ACKNOWLEDGED TO ME THAT THEY EXECUTED THE
SAME FOR THE PURPOSES THEREIN STATED.
NOTARY PUBLIC
MY COMMISSION #
EXPIRES:
SHARON BURCHFIELD
Notary Public A,KonsaS
Foutknef County
My Commission Expires 11-14 2024
Commission 12402339
NOTARY PUBLIC SHARD BURCHFIELD
C - I Notary Public -Arkansas
IX. R/W _ - I I MY COMMISSION # aulkner coanty
EXPIRES: I My Commission Expires 1114-2024
Commissions 1240231
ON
ALLENDALE MANOR PHASIOF LAND E m \ I I I I I
\ / I A TRACT OF LAND BEING LOCATED IN PART OF THE NORTH HALF (N1/2), NORTH HALF (N1/2), SOUTHEAST QUARTER (SE1/4)
III / I RECORDED IN PLAT BOOK NO. 27, PAGE 63 I I I 155) I I ALLENDALE SUBDIVISION SECTION ONE (1), TOWNSHIP ONE (1) SOUTH, RANGE THIRTEEN (13) WEST, PULASKI COUNTY, ARKANSAS, SAID TRACT BEING A
w I RECORDED IN PLAT BOOK NO. 18, PAGE 45 PART OF TRACT SHOWN BY THE SURVEY RECORDED AS DOCUMENT #201802286311, AND BEING DESCRIBED BY THE TRUSTEE'S
- Ij1 �4 I I I i I i I I z IJ I I /< I I I QI� I I I / \ / DEED RECORDED AS DOCUMENT #2003047684 AND THE TRACT DESCRIBED BY THE WARRANTY DEED RECORDED AS INSTRUMENT
/ I I �' I I II IIII �✓
I I #2018042270, ALL OF THE RECORDS OF PULASKI COUNTY, ARKANSAS; AND BEING MORE PARTICULARLY DESCRIBED ASPOINT OF COMMENCEMENT FOLLOWS:(� -
CENTER OF SECTION 1 (�) WN
�IIC31 18 COMMENCING AT THE NORTHWEST CORNER OF SAID NORTH HALF (N1/2), NORTH HALF (N1/2), SOUTHEAST QUARTER (SE1/4)(CALCULATED) (
AS SHOWN BY THE SAID SURVEY RECORDED AS DOCUMENT #201802286311 (WHICH IS ALSO THE CENTER OF SAID SECTION 1)
III (EAST, 9,5') < W I ON THE SOUTHERLY LINE OF ALLENDALE MANOR PHASE III AS RECORDED IN PLAT BOOK NO. 27, PAGE 63; THENCE WITH THE
I I I I I I I I (54� I I I N88'18'E (REC.-DEED) 975.00' (REC.-DEED)
- J L(�1.9')- - _/ ("' ° z') III I EX. Io' unuTY ESMT. I N88'33'E (REC.-DEED) I I S88'18'W (REC.-PLAT) 975.45' (REC.-PLAT) LaJ I SAID SOUTHERLY LINE OF ALLENDALE MANOR, PHASE III AND THE LINES OF SAID SURVEY, SOUTH 8T50'04" EAST A DISTANCE
- - LEAST, 0_3'J L - - - - - - - - BY PLAT _ _ N88'31'E (REC.-PLA
S8T50 04"E -I 9E 7 _ _ _ T) I I S88'07'41 W (M)(REC.-BURN) 975.62' (M)(REC.-BURN) f= OF 190.46 FEET TO A FOUND #4 REBAR; THENCE CONTINUING SOUTH 8T50'04" EAST ALONG THE SOUTH LINE OF ALLENDALE
- - - - - - - E -y - - I- - - - - - I I I EX. 10' UTILITY ESMT. I I /
190.46' (CALC) -S8T50'04=E - - - - - - - - - - - - - - I r By PST I O P.O.B.
I W I MANOR PHASE III A DISTANCE OF 827.34 FEET TO A FOUND #4 REBAR IN CONCRETE MARKING THE SOUTHWEST CORNER OF
29 190.10' (REC.-BURN) 28 827 34'(M) T� - - - - - L- - - - L - - i- - - - - - - - - E (LN cowc.� - - �/ !- - - - - - _ _ _ _ W Ex. 10' UTIUTY ESMT. ALLENDALE SUBDIVISION; THENCE SOUTH 88'07'41" EAST ALONG THE SOUTH BOUNDARY OF SAID ALLENDALE SUBDIVISION A
\ 827.50' (REC.-DEED) - - - - - - - - - - - - - BY P�7- - - -
- - - - - - - - - - - - - - S 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 Plwf osES As - - - - - - - - - - - - - - _ _ _ - - SET #4 REBAR] AND THE POINT OF BEGINNING:
_----143.27 _
E RECORDED IN BOOK 1026, PAGE 587 31 �5 _
41028' (REC.-PLAT) R=aos.e9' 27� _ s THENCE FROM THE POINT OF BEGINNING AND CONTINUING ALONG THE SAID SOUTH BOUNDARY OF ALLENDALE SUBDIVISION,
_ I I SO.Os• S S86704'52'E 296.83'
177.14' (REC.-DEED) 177.16' (REC.-PLAT) L=176.64' \\ \ DRAINAGE ESMT. REC AS 50.06' #
CH=N75'29'21'W �'� pOC � � I nE 16' DRAINAGE so.os' S so.os' SOUTH 88'07'41' EAST A DISTANCE OF 832.35 FEET TO A FOUND 4 REBAR MARKING THE SOUTHEAST CORNER OF SAID
N79'0TW (REC.-DEED) \ o ESMT. ALLENDALE SUBDIVISION; THENCE LEAVING THE SAID SOUTH LINE OF ALLENDALE SUBDIVISION AND CONTINUING WITH THE LINES
L=175.27�I I I 25' B TYP.BACK SET
175.6' (REC.-DEED) 175.50' (REC.-PLAT) D=24'41'27' \ W I I - - _ ( ) OF SAID SURVEY, SOUTH 8T17'30" EAST A DISTANCE OF 192.07 FEET TO A FOUND #4 REBAR; THENCE SOUTH 02'49'48'
� � _
zaaz'Do° (REC.-PLAT) WEST A DISTANCE OF 188.09 FEET, FROM WHICH A FOUND 1" IRON PIPE BEARS, N77*59'45"E, 0.95 FEET; THENCE SOUTH
(ALL COMPONENTS \ (/q \ SURVEY RECORDED AS DOCUMENT #201802286311 w �� �I _ FT'=281.3
REC.-BURN) \ �( I o, I- I ; . 2e1-s FF= ST33'49" EAST A DISTANCE OF 228.21 FEET TO A FOUND #4 REBAR; THENCE SOUTH 89'0T49" EAST A DISTANCE OF 260.40
= v w FF=
\ I \ M 128 O 10 z81.7 I- FF=212.2 FEET TO A FOUND #4 REBAR MARKING THE 40 FOOT RIGHT-OF-WAY OF GEYER SPRINGS ROAD; THENCE SOUTH 02'35'12"
\ PROPOSED tNn Iz -I ; 127 " 126
a WEST ALONG THE RIGHT-OF-WAY OF GEYER SPRINGS ROAD A DISTANCE OF 62.60 FEET; THENCE ALONG A CURVE TO THE
LEGEND \ \ \ I "
\ I \ / I I 129 TEMPORARY A - z I I I Z 5585 SQ FT sss7 z _ 125 c RIGHT HAVING AN ARC LENGTH OF 38.25 FEET, A RADIUS OF 25.00 FEET, A CHORD DISTANCE OF 34.63 FEET, AND A CHORD
EASEMENT BY - - - - - so. Fr ss19 SQ. FT OF
5,941 SQ. Fr^ BEARING
SOUTH 46749'34" WEST TO A
NORTH RIGHT-OF-WAY OF ALLEY DRIVE A DISTANCE OFYtO.00 VALLEY
EET DRIVE; THENCE
ALONG SOUTH
THE
E EXISTING 1/2" REBAR \ \ N�*swrhs \ II w i \\ _ , SEPARATE DOCUMENT i I I L=2o.o3 _ zs' BAG s
(UNLESS OTHERWISE NOTED) / - - - _ -
S SET 1/2" REBAR T \ \ °�o� 3� \ r)� W \ 25 euILOINc uNE -- K (TYP.) 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
yF ��j ¢78�\ <I�,_ \ t i 25 s L=3s.2279, -y� is unL ESMT (tYP_)- BEARING OF NORTH 73'11'14' EAST; THENCE SOUTH 0235'12" WEST AND ALONG THE 40 FOOT RIGHT-OF-WAY OF GEYER
WITH CAP "PLS-1697" y� \ ^ 'z90 7(RF\ ^ " �, \ I 11.09 S S 50.00• - SPRINGS ROAD A DISTANCE OF 70.06 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING AN ARC LENGTH OF 16.90 FEET, A
(UNLESS NOTED OTHERWISE) NT7N \ 't+by.zl D 3'Sq'24' "h s So.00' RADIUS OF 25.00 FEET, A CHORD DISTANCE OF 16.58 FEET, AND A CHORD BEARING OF NORTH 69'52'43" WEST TO THE
o IRON PIPE REBAR (UNLESS cTO,y \ �c; aEfo U \ L=54.55'R_800.0p 5
� o. \ @ t6' SEWER ESMT. I � � I� S SOUTH RIGHT-OF-WAY OF VALLEY DRIVE; THENCE NORTH 89'1T50" WEST AND ALONG THE SOUTH RIGHT-OF-WAY OF VALLEY
/ p \ �� I I ` I N748 20 E CH=N85'14'27�N83°17 15*W
NOTED OTHERWISE) �qC \ - - L=54.54 h �17'15-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
F \ \ I S \ LOTUNE I 50.00 "( 37.59 170.n' --- 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
• PERMANENT MONUMENT \ I I S s
9(5/8" REBAR W/2" ALUM. CAP) \ - - - - - - 24 S PM RIGHT-OF-WAY OF GEYER SPRINGS ROAD; THENCE SOUTH 02'35'12" WEST AND ALONG THE 40 FOOT RIGHT-OF-WAY OF GEYER
STONE MONUMENT
XDH DRILL HOLE WITH CHISELED "X"
A 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 19 ANNUAL CHANCE FLOOD (100-YEAR FLOOD); AND A
REGULATORY FLOODWAY HAZARD AREA WHERE THE 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 05119CO461G,
EFFECTIVE DATE: JULY 6, 2015.
OUTBOUNDARY COORDINPTE
TABLE
1111100"
FASTING
INORNNG
EASING
1
119838.93
1207108.27
17
11917.89
1208450.02
2
119514.80
1208593.04
18
11917.38
1207908.82
3
119811.74
1207940.18
19
11936.44
1207737.79
4
119002.67
1208132.03
20
11940.94
1207364-17
5
119614.80
1208122.74
*2n21
1959.40
1207175.07
6
119605.10
1208350.74
1960.17
1207191.56
7
119601.15
1208611.11
23
11964.57
1207154.23
8
119538.61
120860829
24
11968.95
1207101.58
9
119514.92
1206583.03
25
11978.69
1207104.02
10
119519.14
1208607.41
26
11964.66
1206681.83
11
119449.15
1208604.25
27
1198J.96
1206308.01
12
119454.85
1208W 68
28
11987.87
1206138.33
13
119454.97
1208578.68
29
11988.07
1205948.01
14
119428.87
1208603-33
30
1191916
1206665.19
15
119247.56
1208595.14
31
1796461
1206965.08
16
119252.71
1208455.32
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 REAL 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 REC AS DOCUMENT #2003047684
1
I - ' ��
DATE OF EXECUTION
7�c ��L'
NAMl 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 UTTLE ROCK SUBDIVISION
RULES AND REGULATIONS HAVE BEEN C07ED WITH
1-Z$-19 J
DATE OF EXECUTION NAME: TIM Y D. CROCKETT
REGISTERS , PROFESSIONAL ENGINEER NO. 15089, ARKANSAS
STATE OF ?
COUNTY OF ) SS
ON THIS DAY OF y��ati°� I , IN THE YEAR 207
BEFORE ME, OLD y\��A NOTARY
PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED `t r = k 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.
5
I ,
N & G CONSTRUCTION, INC.
P.O. BOX 1776
CONWAY, AR 72033
AND:
VALLEY SPRINGS COTTAGES, LP
1900 E. LARK LANE
NIXA MO 65714
\ \ \
I I \ 23 S SPRINGS ROAD A DISTANCE OF 181.49 FEET TO A SET #4 REBAR AND ORANGE PLASTIC CAP MARKED "ARK PLS 1531";
P6 1 N 8740'18'W \ j 16' DRAINAGE ESMT. 50.D0•- S
\ E \ 14.65' - - - _ L - - - - - - - - - J \ y VARY I - - - 50.00' s THENCE NORTH 8753'28" WEST AND ALONG THE NORTH LINE OF LOT 1 OF MUNFORD ADDITION A DISTANCE OF 139.91 FEET
SEWER & ih - - - - '13 TO A FOUND #4 REBAR AND ORANGE CAP MARKED "RLS 1203"; THENCE SOUTH 02*25'54" WEST ALONG THE WEST LINE OF
\ \ / R=775.00 >.\ DRAINAGE ESMT. . 25' B _ LOT 1 OF MUNFORD ADDITION A DISTANCE OF 124.93 FEET TO A FOUND #4 REBAR AND ORANGE CAP MARKED "RLS 1203",
m ^� BY SEPARATE FF= SETBACK
L=52.84' �� �OCULfENTS 2at.5 (nP.) 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 ° I 129 azD FF=282.5 THENCE NORTH 8756'16" WEST ALONG THE SOUTH LINE OF SAID NORTH HALF (N1/2), NORTH HALF (N1/2), SOUTHEAST
\ 11E (PLS-1374) L=52.83 s\I •w a 130 QUARTER (SE1/4), A DISTANCE OF 541.55 FEET TO A SET #4 REBAR; THENCE LEAVING SAID SOUTH LINE OF NORTH HALF AND
(s,z5'/E t.T) \ ^5,zss g THE LINES OF SAID SURVEY, NORTH 40'40'09" WEST A DISTANCE OF 262.4-4 FEET TO A SET #4 REBAR; THENCE NORTH
s D=3"54'24' `t so. Fr N �s,zss SQ, F1 y
� o � 5,361 s0. I 70'12'05" WEST A DISTANCE OF 397.10 FEET TO A SET #4 REBAR; THENCE NORTH 81'26'23" WEST AD DISTANCE OF 191.22
DETNAL'l4' N3az't2w �! z S33'24'`10 - 98�T� Lz5' BL FEET TO A SET #4 REBAR; THENCE NORTH 6'40'47" EAST A DISTANCE OF 141.73 FEET TO A SET #4 REBAR; THENCE NORTH
SCALE 1'=20' 39.72' ( �2� 1- - - ,L - = 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
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;
5 I r r NaT4o'tsw r e_ = 52-98'-- THENCE NORTH 248'20"E A DISTANCE OF 50.00 FEET TO A SET #4 REBAR; THENCE NORTH 1'52'19" EAST A DISTANCE OF
a. I � A 14.65' � @ 16' DRNNAGV Ems- �,13� 207.36'- 130.11 FEET TO THE POINT OF BEGINNING AND CONTAINING 15.58 ACRES, MORE OR LESS.
m U n
W o I 29. S / ESMT.
w TRUSTEE'S DEED RECORDED AS DOCUMENT #2003047684
N $ SURVEY RECORDED AS DOCUMENT #201802286311 IV81.9F
i o
mo
Z7
CER11FICATEOF SURVEYING ACCURACY:
I, MICHAEL L.CLASING. HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY
SURVEY MADEDR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE
CORRECTLY SOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK
SUBDIVISION RLES AND REGULATIONS HAVI'EEN CO UED' ITH.
DATE OF EXECTION NAME: MICHAEL LARRY K G '
RPROFESSIONAL SURVEYOR NO. 1697. ARKANSAS
CERTIFICATE IF FINAL APPROVAL:
PURSUANT TO iE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE
CONDITIONS OFAPPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED.
THIS CERTIFICAIIS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND
REGULATIONS.
2 e1/ 14
Late_
DATE OF EX CUON L.R. PLANNING CCMMISSION
GENERAL NOTES
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 15 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 (POA)
AND ARE TO BE USED FOR GREENSPACE, DRAINAGE EASEMENTS/SWALES, AMENITIES AND/OR STORMWATER MANAGEMENT
PURPOSES. THE POA 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 UTIUTY (UTt 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 (POI) 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.
N
ILL_
O
`ST50'27w -
4827 ¢ 16' SE I HEREBY CERTIFY THAT I SURVEYED THE ABOVE DESCRIBED PROPERTY, WHICH LIES IN A PROPERTY CLASS OF 'A'
BAN
, AND SUBDIVIDED IT AS SHOWN ON THIS PLAT IN
ORDANCE
TH THE
DS
Ir 19- OFRPRACTICE)FOR PROPERTY BOUNDARY SURVEYS, WITH A RELATIVE CPOSITIONAL IACCURACYUOREN/ ARKANSAS 0.25 FEET, ANNDD A
MATHEMATICALLY CALCULATED RATIO OF CLOSURE ERROR OF 1 : 337,212 FEET.
SURVEY AND PLAT BY
(AR) CERTIFICATE OF AUTHORITY FOR LAND SURVEYING 12968 II���VI�IWM�II�VIU IIIN � REI:OR0190 7019
19 �7.14.J0 PM
TE
II 11� In Official Records of Terri Hollingsworth CircuiUCounty Clerk
;r ' .7' 0 - PULASKI CO AR FEE $20 00
DESIGN GROUP, LLC �`► x Ty(�
2313 SUITE C. INDUSTRIAL DR.
COLUMBIA, MO 65202
PH. (573) 445-4275 •_. - `
MKLASINGOTREKKDESIGNGROUP.COM
MICHAEL LARRY KLASXG P.L.S. 1697
STATE OF MISSOURI
COUNTY OF BOONE SS DATE
W SUBSCRIBEDANDAND AFFIRMED BEFORE ME THISY DAY 0r 2018.
SCALE: 1" = 50' / / a
Cy,uwlJ r+� NOTARY PUBLIC
0 25 50 100 rL1� � � MY COMMISSION / `%��� b� %
+`cW ke k Fa'r'i5 KENNETH FAR
RiS
BEARINGS ARE REFERENCED TO GRID NORTH OF THE ARKANSAS EXPIRES /�/.t �Qp� Notary Public. Notary Seal
State of Missouri
STATE PLANE COORDINATE SYSTEM, NAD 83 NORTH ZONE 0301
( ) Cole County
AS SHOWN BY A SURVEY RECORDED IN THE ARKANSAS STATE CERTIFICATE OF RECORDING: Commission If 14985667
REPOSITORY AS DOCUMENT 1201802286311 my CommisstonEx ires04-22-2022
(CONVERGENCE FACTOR =-00'12'14.53� THIS DOCUMENT, NUMBER FILED FOR RECORD
IN PLAT BOOK PAGE
(SIGNED)
(NAME) CLERK
FOR BILL OF ASSURANCE, SEE DEED RECORD BOOK , PAGE
S - /S 05- C-
5 0 0 A 0 1 S U 1R3 W Y OSTTE R 0 1 F 12 0 0 G 6 0 O 1DE: JOB NUMBE6 9 7 FINAL PLAT - VALLEY SPRINGS RCOTTAGES SHEET 1 OF 2