HomeMy WebLinkAboutS-1424-A Map 5NOTES CONSTITUTING A PART OF THIS PLAT AND TO BE READ IN
CONNECTION WITH THE PLAT AND ALL PROPERTY REFLECTED THEREON
COOPER LAND DEVELOPMENT, INC., (-DEVELOPER-), IS THE OWNER OF ALL REAL ESTATE REFLECTED
UPON THIS PLAT AND THE PLAT IS FILED FOR RECORD AND RECORDED SUBJECT TO THE FOLLOWING
PROVISIONS:
1. AT _______________ O'CLOCK _.M. ON THE ----- DAY OF -___--------- 20__,
THE DEVELOPER, JOINED BY THE SIENNA LAKE PROPERTY OWNERS ASSOCIATION, INC., AN ARKANSAS
NON-PROFIT CORPORATION, FILED IN THE OFFICE OF THE COUNTY CLERK OF PULASKI COUNTY,
ARKANSAS, A DECLARATION OF PROTECTIVE COVENANTS AND RESTRICTIONS FOR SIENNA LAKE, A
COOPER COMMUNITY ("THE DECLARATION"), WHICH DECLARATION IS THERE RECORDED IN RECORD BOOK
AT PAGE ET SEQ. THIS PLAT IS FILED CONTEMPORANEOUSLY WITH THE DECLARATION
EXECUTED BY THE DEVELOPER WH;114 HAS THE EFFECT OF BRINGING THE LANDS REFLECTED UPON THIS
PLAT WITHIN THE PROVISIONS OF ME DECLARATION, AND THE DECLARATION IN ITS ENTIRETY IS BY
REFERENCE MADE A PART OF THIS PLAT. THE PROVISIONS OF THE DECLARATION SHALL CONTROL AS
TO THIS PLAT UNLESS SPECIFICALLY STATED OTHERWISE IN THIS PLAT.
2. THE COMMON PROPERTIES REFLECTED UPON THIS PLAT ARE INTENDED TO BE DEVOTED TO THE
COMMON USE AND ENJOYMENT OF THE OWNERS OF THE LOTS REFLECTED UPON SAID PLAT AS WELL
AS OWNERS OF ALL THE PROPERTIES AS SO DEFINED IN THE DECLARATION AFORESAID AND SHALL IN
NO WAY BE CONSIDERED AS DEDICATED FOR USE TO THE GENERAL PUBLIC.
3. THE RESERVED PROPERTIES AS REFLECTED UPON THIS PLAT ARE NOT A PART OF THIS PLAT AND
ARE PARTICULARLY AND SPECIFICALLY RESERVED BY THE DEVELOPER FROM ANY APPLICATION UNDER
THE DECLARATION.
4. ALL WAYS OF ACCESS FOR VEHICLES REFLECTED UPON THIS PLAT ARE DEDICATED FOR PUBLIC USE
AS THOROUGHFARES.
5. UTILITY AND DRAINAGE EASEMENTS ARE RESERVED BY THE DEVELOPER UPON ALL PROPERTY
COVERED BY THE PLAT PURSUANT TO AR77CLE X1I OF 774E DECLARATION AFORESAID UNLESS
SPECIFICALLY DESIGNATED OTHERWISE ON THE PLAT OR IN THE NOTES.
6. UNLESS SHOWN OTHERWISE ON THE PLAT, ALL LOTS HAVE A SEVEN AND ONE-HALF FOOT UTILITY
AND DRAINAGE EASEMENT (WHICH SHALL BE CONSTRUED AS A BUILDING SET BACK LINE) ON THE
INTERIOR OF ALL LOT LINES, SUCH EASEMENTS TO BE PARALLEL WITH THE CORRESPONDING LOT LINE.
7 SET BACK LINES AS INDICATED UPON THE PLAT SHALL CONTROL AS TO CONSTRUCTION OF A
STRUCTURE UPON THE LOTS REFLECTED THEREON SUBJECT, HOWEVER, TO THE PROVISIONS OF THE
DECLARATION AFORESAID.
8, ALL LOTS REFLECTED UPON THE PLAT ARE ZONED AS RESIDENTIAL LOTS, AND ONLY SINGLE FAMILY
DETACHED STRUCTURES MAY BE BUILT AND CONSTRUCTED THEREON PURSUANT TO THE PROVISIONS,
RESTRICTIONS AND PROTECTIVE COVENANTS AS CONTAINED IN THE DECLARATION AFORESAID. NO
SINGLE FAMIL�Y_�,,DpETACHED STRUCTURE SHALL BE CONSTRUCTED WHICH SHALL HAVE A FLOOR SPACE OF
LESS THAN LL'LS1L SQUARE FEET $ojuxsvoRyj amosetwe Fw .ZSToty vA SRur /ewe(.
9. DEVELOPER, ITS SUCCESSORS AND ASSIGNS, HEREBY RESERVES A PERPETUAL BLANKET EASEMENT,
PRIVILEGE AND RIGHT IN, UPON, OVER AND ACROSS THE COMMON PROPERTIES REFLECTED HEREON, IF
ANY, FOR PURPOSES OF CONSTRUC7NG AND MAINTAINING SUCH ROADS, STREETS OR HIGHWAYS AS IT
SHALL DETERMINE TO BE NECESSARY OR DESIRABLE IN ITS SOLE DISCRETION, INCLUDING SUCH CUTS,
GRADING, LEVELING, FILLING, DRAINING, PAVING, BRIDGES, CULVERTS, RAMPS AND ANY AND ALL OTHER
ACTIONS OR INSTALLATIONS WHICH IT DEEMS NECESSARY OR DESIRABLE FOR SUCH ROADS, STREETS
OR HIGHWAYS TO BE SUFFICIENT FOR ALL PURPOSES OF TRANSPORTATION AND TRAVEL. THE WIDTH
AND RIGHT F WAY FOR SUCH ROADS STREETS OR HIGHWAYS SHALL
BE WITHIN THE
LOCATION OF THE G 0
SOLE DISCRETION OF DEVELOPER, ITS SUCCESSORS AND ASSIGNS, PROVIDED, HOWEVER, THAT
DEVELOPER, ITS SUCCESSORS AND ASSIGNS, WILL USE ITS BEST EFFORTS CONSISTENT WITH ITS
PURPOSES TO LESSEN ANY DAMAGE OR INCONVENIENCE TO IMPROVEMENTS WHICH HAVE THERETOFORE
BEEN LOCATED UPON THE PROPERTY. DEVELOPER, ITS SUCCESSORS AND ASSIGNS, FURTHER
RESERVES THE UNRESTRICTED AND SOLE RIGHT AND POWER OF DESIGNA77NG SUCH ROADS, STREETS
OR HIGHWAYS AS PUBLIC OR PRIVATE AND OF ALIENATING AND RELEASING THE PRIVILEGES,
EASEMENTS AND RIGHTS RESERVED HEREIN PRIOR TO THE RECORDING OF A FINAL PLAT, AT WHICH
TIME, ALL EASEMENTS (OTHER THAN UTILITY) SHALL BECOME THE PROPERTY OF THE CITY OF LITTLE
ROCK, ARKANSAS.
70. DEVELOPER, ITS SUCCESSORS AND ASSIGNS, HEREBY RESERVES A PERPETUAL BLANKET EASEMENT,
PRIVILEGE AND RIGHT IN, UPON, OVER AND ACROSS THE COMMON PROPERTIES REFLECTED HEREON, IF
ANY, FOR PURPOSES OF CONSTRUCTING AND MAINTAINING ALL UTILITY RELATED SERVICES, INCLUDING,
BUT NOT LIMITED TO, WATER, SEWER, ELECTRICITY, GAS, CABLE ENTERTAINMENT, TELEPHONE AND
COMMUNICATION OF EVERY NATURE, PROVIDED, HOWEVER, THAT DEVELOPER, ITS SUCCESSORS AND
ASSIGNS, WILL USE ITS BEST EFFORTS CONSISTENT WITH ITS PURPOSES TO LESSEN ANY DAMAGE OR
INCONVENIENCE TO IMPROVEMENTS WHICH HAVE THERETOFORE BEEN LOCATED UPON THE PROPERTY.
11. IN THE EVENT IT BECOMES NECESSARY TO AMEND THIS PLAT SUBSEQUENT TO THE RECORDATION
HEREOF FOR CORRECTION OF SCRIVENOR ERRORS HEREON, THE DEVELOPER HEREBY RESERVES THE
RIGHT TO DO SO, UNILATERALLY, PROVIDED, HOWEVER, THAT ANY AMENDMENT WHICH MAY AFFECT THE
OWNERSHIP INTEREST OF ANY THIRD PARTY SHALL NOT BE EFFECTIVE WITHOUT THE WRITTEN CONSENT
OF SAID THIRD PARTY TO THE AMENDMENT.
DATED THIS .7 /J __ DAY OF _.00TV�------- 2006
COOPER LAND DEVELOPMENT, INC.
Ernie Deeton, P.E., Vice President
BLOCK 1
LOT 1 0.315 AC.
LOT 38 0.282 AC.
LOT 2 0.299 AC.
LOT 39 0.276 AC.
LOT 3 0.347 AC.
LOT 40 0.296 AC.
LOT 4 0.297 AC.
LOT 41 0.274 AC,
LOT 5 0.333 AC.
LOT 42 0,313 AC.
LOT 6 0.618 AC.
LOT 43 0.323 AC.
LOT 7 0.475 AC.
LOT 44 0.343 AC.
LOT 8 0.442 AC.
LOT 45 0.354 AC.
LOT 9 0.432 AC.
LOT 46 0.307 AC.
LOT 10 0.308 AC.
LOT 47 0.292 AC.
LOT 11 0.298 AC.
LOT 48 0,308 AC.
LOT 12 0.335 AC.
LOT 49 0,243 AC.
LOT 13 0.345 AC.
LOT 50 0.249 AC,
LOT 14 0.346 AC.
LOT 51 0.237 AC,
LOT 15 0.371 AC.
LOT 52 0.361 AC.
LOT 16 0.368 AC.
LOT 53 0.334 AC.
LOT 17 0.412 AC.
LOT 54 0.280 AC.
LOT 18 0.388 AC.
LOT 55 0.321 AC.
LOT 19 0.407 AC.
LOT 56 0.363 AC.
LOT 20 0.385 AC.
LOT 57 0.364 AC.
LOT 21 0.305 AC.
LOT 58 0.276 AC.
LOT 22 0,272 AC.
LOT 59 0.279 AC.
LOT 23 0,260 AC.
LOT 60 0.266 AC.
LOT 24 0.236 AC.
LOT 61 0.284 AC.
LOT 25 0.240 AC.
LOT 62 0.300 AC.
LOT 26 0.277 AC.
LOT 63 0.262 AC.
LOT 27 0.289 AC.
LOT 64 0.360 AC.
LOT 28 0.350 AC.
LOT 65 0.348 AC.
LOT 29 0.512 AC.
LOT 66 0.732 AC.
LOT 30 0.495 AC.
LOT 67 0.431 AC.
LOT 31 0.282 AC.
LOT 68 0.363 AC.
LOT 32 0.262 AC.
LOT 69 0.327 AC.
LOT 33 0.252 AC.
LOT 70 0.289 AC.
LOT 34 0.260 AC.
LOT 71 0.315 AC.
LOT 35 0.261 AC.
LOT 72 0.260 AC.
LOT 36 0.291 AC.
LOT 73 0.237 AC.
LOT 37 0.277 AC.
LOT 74 0.219 AC.
LOT 75 0.226 AC.
LOT 76 0.236 AC.
LOT 77 0.231 AC.
LOT 78 0.267 AC.
TOTAL 25.204 AC.
TOTAL AREA
LOTTED AREA
25.204 AC.
RESERVED PROPERTIES
2.895 AC.
COMMON PROPERTIES
4.489 AC.
STREETS
7.894 AC.
TOTAL
40.482 AC.
LENGTH OF RECORDED SUBDIVISION STREETS
50 FOOT RIGHT-OF-WAY
4465 LINEAL FEET t
60 FOOT RIGHT-OF-WAY
1905 LINEAL FEET t
FLOOD ZONE NOTES
By graphic plotting only, the property shown hereon lies within Zone 'C' of the Flood Insurance
Rate Maps, Community Panel Nos. 050179-0383 D and 050179-391 C which bear effective dates
of 07-16-96 and 05-16-83, respectively, and is not in a Special Flood Hazard area.
I NW1/4 SE1/4 SE`
T-1-N, R
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FUTURE DEVELOPMENT //,6) "wo. \�
NET/1-N, iR-13-WL
29 F01�EE��1y950 6 ay aka 3909Qo���
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SEC.29
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i
BOUNDARY COORDINATES
PT. NORTH. EAST.
1 128634.005 1185295.354
2 128643.099 1185029.510 I
3 129954.026 1185054.782
4 129952.750 1185152.662
5 130168.990 1185364.061
6 130300.399 1185586.968
7 130248.713 1185617.439
8 130503.443 1186049.532
9 130367.367 1186200.830
10 129922.043 1186396.461
11 129919.807 1186388.256 /\
12 129769.497 1186393.987
13 129721.816 1186378.485
14 129601.792 1186340.970
15 129579.239 1186046.488
16 129562.136 1186003.440
17 129469.430 1185911.408
18 129427.016 1185882.447
19 129341.469 1185784.635
20 129183.406 1185872.418
21 128804.398 1 186094. 189 364�
22 128606.706 1186082.268
PAGIS 2068-0351 129933.74 1185128.75
PAGIS 2068-0350 128689.099 1185040.93
PK N 111 1
2068-0350
1
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11
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8 ry oa. ss m o z 0,
na'io n s e o u
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a' 33t�Tlid Str •.. ••'•• D 0 ..
791.78' j1
1'796 25' _ - I N i A=131.98'
> rO y ,\� R-RIGHT OF WAY CURVE, CURVE TABLE C-CENTERLINE CURVE
0It A3g 132.09 N855231 ` ' h R1 212951S185810 E 138.01370.00138.82NO, DELTA CHORD BEARING RADIUS ARC NO, DELTA CHORD BEARING RADIUS ARC
'✓ ''" ''' ' '
h0� `Y q�7?6, �'� C27 56'7957" N31'18'48"E 518.64' 549.37' 540.14'
'�N'29'S" ''S'8 70xE
C28 5A= 1627g R2 21S1816039' 43000' 16134' x Ni3'1T'0'8 °W 410.49' 725.54' 416.18'
A79.48, � C29 21'29'51" S18'58'10"E 149.20' 400.00' 150.0
8
.R3 3251'S5 N1317'08"W 42747' 75554' 43339'
Z R4 3251'55" N13'97'08"W 393,52' 695.54' 398.97' C30 73'4456" S794622"E 180.02' 150.00' 193.07'
N N R5 569'57" N31'i8'48"E 490.32' 519.37' 50.54C31 6848'52" N2479'11"E 303.92' 268.93' 322.99'
V) R6 62 1'06" N62'41'56NW 351.95' 3351' 370.24'S o e C32 335538" N2703'03"W 322.67' 552.96' 32743'dw `o R7 62'51'O6" N62'41'56W 404.09' 38751' 425.08'
yV' C33 20 i6'47" 5335229"E 158.88' 451.23' 159.71'
C34 41"11'11" S56'02'22"W 233.02' 331.25' 238.12'RB ''" '"'
29• R9 20'18'28" S154353"E 96.96' 275.00' 97.41
NB235"W P.-^l C35 1753'34" S85`10'42"E 171.76' 552.23' 172.46'
S84*46
'2"S154353"E 114,59' 325.00115.19'C36 62'5
137.TRACT R11 30000'00" 5476'O6"W 50.00' 50.00' 210120T 1'06" N62'41'56"W 378.02' 362.51' 397.66'
C.P.7RACT D 0369_R72 73'4456" S794622"E 150.02' 125.00' 760.90'C37 20'1828" S15'43'53"E 105.77' 300.00' 106.33'
295.34' R73 734456" S79'4622"E 210.02' 975.00' 225.25'
,
S85'3R15 20"16'47" S3352'29"E 167.68' 476.23' 768.56'
.1
\ 9 ya
1\ \ R16 335538" N27103'03"W 337.25' 577.96' 342.23'
\ Sa6 q38 R17 335538" N27'03'O3"W 308.08' 52796' 312.62'
011 LEGAL DESCRIPTION
6 g R18 68'48'52" N24'19'11"E 275.67' 243.93' 292.96'
? 0•+ry A PARCEL OF LAND LYING IN THE SW 1/4 OF THE R19 68'4852" N24'19'11"E 332.18' 293.93' 353.02'
- op1 \ SE7/4,IN THE SE1/4 OF THE SW1/4, IN THE R20 300100'00" S66'15'55"W 50.00' 50.00' 261.80'
k
NE1 4 OF THE SW1 4 AND IN THE NW1 4 OF THE SE7 4 R21 4711'11" S5602'22"W 215.44' 306.2 5' 22015'
d+ OF SECTION 29• ALL OF TOWNSHIP 1 NORTH RANGE 13 WEST R22 41'11'11" S56'0222"W 250.61' 356.25' 256.09'
h-e �� \��\ PULASKI COUNTY,ARKANSAS; BEING MORE PARTICULARLY R23 2604'35" N16'11'07"E 261.41' 579.37' 263.68'
\ DESCRIBED AS FOLLOWS. R24 17'41'29" S85'16'45"E 162.15' 52Z23' 162.79'
ti h FUTURE BEGINNING AT A 7" FOUND PIPE AT THE SOUTHWEST R25 1804'37" S85.0511"E 181.36' 57723' 782.12'
CORNER OF THE SOUTHEAST 1/4 OF SAID SECTION 29, R26 30'15'22" N44'21'05"E 302.41' 579.37' 305.95'
DEVELOPMENT FOR A POINT OF BEGINNING; R27 37*46'20" S69'09'08"E 92.66' 143.13' 94.36' _
/ `�?•5�11 \ THENCE, N 88'02'27" W FOR 266.00 FEET, CERTIFICATE OF OWNER
THENCE N 01 O6'16" E FOR 1311.17 FEET;
Aa THENCE, S 89'15'12" E FOR 97.89 FEET,•
� WE THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THE WE HAVE
W /4 \ E1/4 SEC.29 THENCE FOOT RADIUS CURVE TO ALONG THE ARC
RRIGF A LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE
-1-N, R-13-W SAID ARC HAVING A CHORD OF WITH THIS PLAT.
\\ \ N 4421'05" E FOR 302.41 FEET,•
THENCE, N 59 28'46" E FOR 258.76 FEET,
d, THENCE, S 30 31'14" E FOR 60.00 FEET;
�- o ` • THENCE, N 592846" E FOR 501.59 FEET;
\ tih pR4�•� .` t� o
\ THENCE, S 48101'56" E FOR 49 FEET,•
THENCE, S 23 424B6
'S7" E FOR 486.40 FEET,•
?o 5��2•t \fig ��3y �os THENCE, S 7445'17" W FOR 8.50 FEET,•
1303,.
/ E� \
1' 19 2 4 J 9t K Sy9102.18
SIGNED,
DATE OF EXECUTION
NAME ERNJE Ckror)
ADDRESS 903 N. 47TH STREET-ROGERS, AR.72756
SOURCE OF TITLE D R. INSTRUMENT NO. 2004052513
0 THENCE, S 021101" E FOR 150.42 FEET,•
THENCE, S 1800'35" W FOR 50.14 FEET,•
THENCE, S 17'21'27" W FOR 125.75 FEET,• CERTIFICATE OF FINAL APPROVAL
THENCE, S 85 37'13" W FOR 295.34 FEET,•
THENCE, S 68'19'58" W FOR 46.32 FEET,•
PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING
THENCE, S 444728" W FOR 130.63 FEET; BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE 1S HEREBY EXECUTED UNDER THE AUTHORITY
THENCE, S 34'19'33" W FOR 51.36 FEET, • OF SAID RULES AND REGULATIONS.
THENCE, S 48'4936" W FOR 129.94 FEET,•
11 �+ THENCE S 29'02'47" E FOR 180.80 FEET,•
k\ c'� v THENCE, S 30'20'00" E FOR 439.12 FEET DATE
o• Oo THENCE, S 0327'02" W FOR 198.05 FEET,
THENCE, N 8800'47" W FOR 78739 FEET
� 6t' '1 oo\ TO THE POINT OF BEGINNING, CONTAINING SIGNE
�O \\�y�,y • ^j0 °'"<"\ 40.482 ACRES, MORE OR LESS. \
n
s
N.
�a- 2 ¢ _ R20 ^
noo / N ��sd \ •�qq•7 ?ir1
N„ � M�
'' �\ 74'16'14'W k&&. `\ 4°t`
C.P. 69.23 212.84' S 82.0 SS a \� c
TRACT A N8731'11"W O2!iN89M9'23 W c,
t A=5.30 S8800'47"E 1 1.98,
774.15'
in 0� RESERVED PROPERTIES
M 0.971 AC.\ �RESE\
\ 762.81 \
1W COR.IPEFSU1/4 EC.29 8� N88'0\0'47"� 3� 86oc
MIL TON W. HALFORD
LEGEND
BOUNDARY OF SUBDIVISION
- - - - - - - - - - - - - - BUILDING SETBACK LINE
LAND LINES OF SEC77ONS
t
C `
8�9• •�� DATE OF EXEC 11 N +_ NAME,
U L.R. PLANNING COMMISSION
�\ Aso CERTIFICATE OF ENGINEERING ACCURACY
2y w6 l,�g nCiHEREBY CERTIFY THAT THIS PLAT CORRECTLY REPR A PLAN MADE BY ME, AND
THAT EN INEEIj1NG REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND ULA1T0 S HAVE BEEN COMPLIED WITH.
�a
SIGNED.
\ `IQ NAME, REGISTERED ENGINE S 7 -
DATE OF EXECUTION
Z 1 ^"� Vy o 3\ O(ro N0.-� --- A ANSAS C I ,.; v,
CERTIFICATE OF RECORDING
nir"�t", ,i t°' w " , s; „T_t' o ;:,o
UTILITY, DRAINAGE OR OTHER EASEMENT
THIS DOCUMENT, NUMBEy�tz(L�___4,_ FILED FOR
RECORD_�L- _____,2006, IN
CONTOUR LINES; THESE LINES SHOW THE
GENERAL SHAPE OF THE LAND AS DETERMINED
SSU
FROM AERIAL PHOTOGRO FEET,
CONTOUR INTERVAL TWO FEET
/� ��j••
PLAT BOOK_11 PAGE_01 -
C.P. (COMMON PROPERTIES)
OPEN SPACE
PAT �'Ii�l, CircUie611E1$m7 �IB7 E"
RESERVED PROPER7ES
"A="
RETAINED BY DEVELOPER
ARC LENGTH
PAGIS MONUMENT SET
CERTIFICATE OF SURVEYING ACCURACY
o ��0
NAWO HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE
\ inn OR VERIFIED BY WE, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT
•2 SURVEYING REQUIREMENTS OF THE STATE OF ARKANSAS AND CITY OF LITTLE ROCK SUBDIVISION RULES AND REGULA NS
�. HAVE BEEN COMPLIED WITH AND FILED FOR RECORD AS REQUIRED.
\ /8\ i• .ems.. �
NAME .IOfI�Ec�D REGISTERED"ROFESSIONALJ'
AND SURVEYG� BY.
NOTE. '1/2" REBAR M7H CAP WILL BE SET A7 ALL NO. 1203
LOT CORNERS, CURVE PC'S AND PT'S. DATE OF EX U710N /p 17/p a KIPC(4 DATE: t L
RKANSAS
" SCALE: 1" = 100'
It isz>;�FINAL PLAT
8T OF'4 DRAWN: WRS DATE:03/06
9� SIENNA LAI XJ" SUBDIVISION CHECKED: DATE:
SCALE: 1 "=T 00 FEET BLOCK ' y LOTS 1 �78 APPROVED: DATE:
R.
SI "+ „„+„ ' y ';' FILE NO:
0 BASIS 100 OF BEARING 200 %�A'9L LAB,,,°°'
ARKANSAS STATE PLANE COORDINATES PULASKI COUNTY, ARKANSAS DWG. NO:
NORTH REFERENCE P.A.G�S MONUMENTS SHEET cirnp tj llj�r JOB FILED
(2067, 2068, AND 2056.) )1Lllll�,_ LOAI Prepared By: CD ROGERS,RARKANSAS727 6 N0: IN:
ERROR OF CLOSURE 1: 357941 1 OF 1 COOPER LAND DEVELOPMENT INC. COOPER (800) 648-6401
A,'caper Community r LND DEYIIOP16N3'. N0.