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II
NOES CONSTITUTING A PART OF THIS SECOND REVISED FINAL PLAT AND 70 BE READ IN CONNECTION WIT
H THIS
SECOND REVISED FINAL PLAT AND ALL PROPERTY REFLECTED THEREON
COOPER LAND DEVELOPMENT, INC., ("DEVELOPER"), AS OF THE DATE OF RECORDING OF THE ORIGINAL PLAT, WAS
THE OWNER OF ALL REAL ESTATE REFLECTED UPON THIS SECOND REVISED FINAL PLAT AND IS THE CURRENT OWNER
OF THE TWO LOTS PARTICULARLY AFFECTED BY THIS SECOND FINAL REVISED PLAT. THIS SECOND REVISED FINAL
PLAT IS FILED FOR RECORD AND RECORDED SUBJECT TO THE FOLLOWING PROVISIONS:
1. AT 1:30 P.M. ON THE 2ND DAY OF NOVEMBER, 2006, 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 COVENANTS AND RESRICT70NS FOR SIENNA LAKE, A COOPER
COMMUNITY, WHICH DECLARATION IS THERE RECORDED AS DOCUMENT NO. 2006086366 AND WHICH DECLARATION
WAS FURTHER SUPPLEMENTED BY THE RECORDING OF A NOTICE OF ERRATA ON NOVEMBER 13, 2006 AS DOCUMENT
NO. 2006088708 (COLLECTIVELY, "THE DECLARATION'). THIS SECOND REVISED FINAL PLAT IS FILED TO CORRECT
CERTAIN SCRIVENER ERRORS WHICH OCCURRED IN THE "ORIGINAL PLAT" WHICH WAS RECORDED
CONTEMPORANEOUSLY WITH THE DECLARATI0N EXECUTED BY THE DEVELOPER WHICH HAD THE EFFECT OF BRINGING
THE LANDS REFLECTED UPON THIS SECOND REVISED FINAL PLAT WITHIN THE PROVISIONS OF THE DECLARATION, AND
THE DECLARATION IN ITS ENTIRETY IS BY REFERENCE MADE A PART OF THIS SECOND REVISED FINAL PLAT. THE
PROVISIONS OF THE DECLARATION SHALL CONTROL AS TO THIS SECOND REVISED FINAL PLAT UNLESS SPECIFICALLY
STATED OTHERWISE IN THIS SECOND REVISED FINAL PLAT.
2. THE SOLE PURPOSE OF THIS SECOND REVISED FINAL PLAT IS TO CORRECT A SCRIVENER'S ERROR IN THE
DESCRIPTION OF EASEMENTS AND SETBACK LINES THAT WAS CONTAINED ON THE "ORIGINAL PLAT" WHICH WAS
PLACED OF RECORD ON NOVEMBER 2, 2006 AT DOCUMENT NUMBER 2006086366, PLAT BOOK "H" AT PAGE 881,
AND WHICH ERROR WAS CONTINUED ON THE "REVISED FINAL PLAT" WHICH WAS PLACED OF RECORD ON MARCH 15.
2007 AT DOCUMENT NUMBER 2007020686, PLAT BOOK "H" AT PAGE 993. THIS CHANGE INVOLVES LOTS NUMBERED
64 AND 65 ONLY AND NO OTHER LOTS APPEARING ON THIS SECOND REVISED FINAL PLAT. ALL OTHER PROVISIONS
ON THIS SECOND REVISED FINAL PLAT ARE AS STATED IN THE REVISED FINAL PLAT PREVIOUSLY
RECORDED.
3. THE COMMON PROPERTIES REFLECTED UPON THIS SECOND REVISED FINAL PLAT ARE INTENDED TO BE DEVOTED
TO THE COMMON USE AND ENJOYMENT OF THE OWNERS OF THE LOTS REFLECTED UPON SAID SECOND REVISED FINAL
PLAT AS WELL AS OWNERS OF ALL THE PROPERTIES AS SO DEFINED IN THE DECLARA7ION AFORESAID AND SHALL IN
NO WAY BE CONSIDERED AS DEDICATED FOR USE TO THE GENERAL PUBLIC.
4. THE RESERVED PROPERTIES AS REFLECTED UPON THIS SECOND REVISED FINAL PLAT ARE NOT A PART OF THIS
SECOND REVISED FINAL PLAT AND ARE PARTICULARLY AND SPECIFICALLY RESERVED BY THE DEVELOPER FROM ANY
APPLICATION UNDER THE DECLARATION.
5. ALL WAYS OF ACCESS FOR VEHICLES REFLECTED UPON THIS SECOND REVISED FINAL PLAT ARE DEDICATED FOR
PUBLIC USE AS THOROUGHFARES.
6. UTILITY AND DRAINAGE EASEMENTS ARE RESERVED BY THE DEVELOPER UPON ALL PROPERTY COVERED BY THE
SECOND REVISED FINAL PLAT PURSUANT TO ARTICLE Xll OF THE DECLARA7ON AFORESAID UNLESS SPECIFICALLY
DESIGNATED OTHERWISE ON THE SECOND REVISED FINAL PLAT OR IN THE NOES.
7. UNLEUTILITY AND DRAINS SHOWN AGE EASEMENT MENT ON THE THE INTEND RSED IOR OINAL F PLAT, OF ALL
UTLOT LINES, SUCH EASEMENTS TO BE PARALLEL
FOOT U L
WITH THE CORRESPONDING LOT LINE.
8. LOTS 64 AND 65 HAVE A SEPARATE AND UNIQUE UTILITY EASEMENT SEPARATELY RECORDED ON MARCH 26,
2008 AT DOCUMENT NUMBER 2005020392 AT 10.30:39 A.M. PROVIDING A 20 FOOT UTILITY EASEMENT ON THE
BACK OF EACH LOT AS NOTED ON THIS SECOND REVISED FINAL PLAT.
9. SETBACKS FOR THE R-2 SINGLE-FAMILY DISTRICT ARE AS FOLLOWS: FRONT YARD, NOT LESS THAN
TWENTY-FIVE (25) FEET,• SIDE YARD, NOT LESS THAN TEN PERCENT (107.) OF THE AVERAGE WIDTH OF THE LOT,
NOT TO EXCEED EIGHT (8) FEET; REAR YARD, NOT LESS THAN TWENTY-FIVE (25) FEET. IN THE CASE OF A
CORNER LOT, WHEN PROVIDING A TWENTY-FIVE (25) FOOT EXTERIOR SIDE YARD, THE REAR YARD MAY BE REDUCED
TO NOT LESS THAN EIGHT (8) FEET.
10, SET BACK LINES AS INDICATED UPON THE SECOND REVISED FINAL PLAT SHALL CONTROL AS TO CONSTRUC77ON
OF A STRUCTURE UPON THE LOTS REFLECTED THEREON SUBJECT, HOWEVER, TO THE PROVISIONS OF THE
DECLARATION AFORESAID.
11. ALL LOTS REFLECTED UPON THE SECOND REVISED FINAL 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 FAMILY
DETACHED STRUCTURE SHALL BE CONSTRUCTED WHICH SHALL HAVE A FLOOR SPACE OF LESS THAN 1,850 SQUARE
FEET, SINGLE STORY, OR 2,000 SQUARE FEET, TWO STORY OR SPLIT LEVEL.
T
12. DEVELOPER, ITS SUCCESSORS AND ASSIGNS, HEREBY RESERVES A PERPETUAL BLANKET EASEMENT, PRIVILEGE
AND RIGHT IN, , OVER ANDTHE
MMON
CONSTRUCTING ANDNMAINTAINING SUCHSROADS, STREEPROPERTIES F
STREETS OR HIGHWAYS AS ITS ALL 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 LOCATION OF THE RIGHT OF WAY FOR SUCH ROADS, STREETS OR HIGHWAYS SHALL BE
WITITSHSUCCESSORS ANDRETION ASSIGNS,FWILLUSE ITSITS SUCCESSORS BEST EFFORTS CONSENT WITH ITOSWPURPOS SE TO, THAT LESSENDEVELOPER,
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 DESIGNATING 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 LITRE ROCK,
ARKANSAS.
13. IN THE EVENT IT BECOMES NECESSARY TO AMEND THIS SECOND REVISED FINAL 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 � -- DAY OF _ V ____________. 2008.
COOPER LAND DEVELOPMENT, INC.
BpPt-------
-- ienThomas C. Opee
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 0.415 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 0.231 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 0.345 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 35 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 PROPER77ES 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 f
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.
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DELTA " CHORD" BEARING RADIUS ARC
40 14'
\. I \ , 3 R�_ \ o >. 2� N o O ,7? \ 5 52 31 `� o R7 2 f 29 51 S18 58 10 E 138.01 370.00 3 C27 56 19 57 N31 18 48 E 518.64 549.37 5
\ N, ,, L?5 �, ?w v_ a. S 5 I I h V / s, '�. \, ° I " " ' C28 32.51'55" N13'17'08"W 410.49' 725.54' 416.18'
- _ \ ',, ,\ . \ 4 �Q , o `0 o ca. h0 , `� p/.,�9 ` Ste' A=162.79' ro " R3 32�51 551 " NS3817 D8 WE 42 i479 755.54 0 433139
--.-- --_ \ \ ` \ ,1 ---�,rn D1a' > S r, \ / h� A=79.4 '� 53.61 41.28 1 ,�/ " C29 21.29'51" S18.58'f0"E 149.20' 400.00' 150,08'
\ 25 p ry 4 S .-- - \ �"", 4 (= 8 I ( �, _ �� R4 56'1 55 N73.17'08"W 39 ..52' 19.37'' 10.64' C30 73'44'56" S79.46'22"E 180.02' 150.00' 1 2.99'
` - \ I ¢' •16"E � `'= `OV , _ i \ �\ , \ I \ p� , \• -� cn `�� j RS 5699'57" N31i8'48"E 490.32' 519.3T 510.64' C31 6848'52" N24'19'11"E 303.92' 268.93' 322.99'
\ `\. \S88'52'56"W N7842 9, 2 Q7 `' / 6p / 04 50 j ss674 \ ;n M IN ' c�� > o `PA> A ?O', rc`� J. 3i R6 62'S1'O6" N6241'S6"W 351.95' 337.51' 370.24'
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-� , ` `\ 2 170.46 I n o / 0 3 85� P� p� / hs 00 N > pP, p\ o w- \\ A v�- _ n•N + R8 300'00'00" N64b6'53'E 50,00' 50.00' 261.80'
` \ , A=4.93 , �+' o \ ! ,�)y') N `� 3 l� ' P ` , \ ^ ^ � 1 °1 "1, "1 o- N \ 'r S> _ -- ` - C34 41'11'11" S56'02'22"W 233.02' 331.25' 238.12'
_ �� y 1 , i, www 025 1 sr• F,, 2 M 11 \ _ \ \ F 7 . __ @\� R9 20'18'28" S7543'53"E 96.96' 275.00' 97.47' C35 1753'34" S85'10'42"E 171.76' 552.23' 172.46'
_ \\ \\ I v / , `' A �'� I v'�>= P'7 k' ",`V/h II A \ N8203'� " eS8446'35"W\ m\ C.P,\\\ --. I ---.-. y^ R70 2018'28" S1543'53"E 114.59' 325.00' 115.19' C36 625106" N62'41'56"W 378.02' 362.51' 397.66'
3� �p / 5 O m w� "� R '' ? \ 172.0 _ 11 137.11' \ RACT, D, \\ `\ 8 -- R71 300 00'00" S47.06'O6"W 50.00' 50.00' 261.80' C37 2098'28" 515 43'53"E 105.7T 300.00' 106.33'
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\ , 84'28'20"W o ' �} SOD - �' A S5\. p0 I R12 73'44'56" S79'46'22"E 150.02' 125.00' 160.90 1�-
S c1 • , 30 12 s \ 3SR BS C.P.TRACT D ", � \.• \, \\ `\ ` R13 73'44.56" S79'46'22"E 210.02' 175.00' 225.25'
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190.98 W __ AR I . \ k J 7 I 3 W a .\ �\ R14 20 i6'47" 53352'29"E 150.08' 426.23' 150.86'
4 N 7 57 P 8 s h 1 3 2 15 -' I S85'371 �� „
rn 6 3 / o x \ k 3, 3 \ '1 47 476.23 168.56
\, 35 S7 , 4 2, y 15•.• F 46• nW \ \ R15 20 6 53352'29 E 16Z68
-3> `\_ �'. `' ' \ \ , ' \� \207 ,44.72 4d•� \> �h �,, �- '� 1� 1g'58 / i, R76 3355'38" N2703'03"W 337.25' 577.96' 342.23'
6 ` \,., \ "'� 1 25 2.73 ;, �_11 1W \ �>�� + h 56B = F, R17 3355'38" N27'03'03"W 308.08' 527.96' 312.62'
Ml \ ` a o , 2 y w .w _ „31 F \.`L/ RIPTION 43.93' 292.96'
N, \"•} - M A=46.08'-i� `• >- S 2 w_ - pk �p 8 „4 \, LEGAL DESC R18 68'48'52" N24'19'11"E 275.67' 2
ti w � ` % s s d s o. ,, -\ 6 0
D. a o, y 'W 0, - A PARCEL OF LAND LYING IN THE SW 1 4 OF THE R19 6848'52" N24'19'11"E 332.18' 293.93' 353.02'
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r�r �+ �!o� ` O\ ' '. ':, p '� \� `, 25 39 nE', --__..,y5 1`I'-*_ 1I`�\, `,:/p•�' �`�� SE1/4,IN THE SE7/4 OF THE SWt/4, IN THE R20 300'00'00" S6675'S5"W 50.00' 50.00' 261.80'
POM1 RL' E M W \ � \ \`\'\ `, 5�3 Z,62 0 \ ,h9 2 �n hk NE7 4 OF THE SW1 4 AND IN THE NW7 4 OF THE SE1/4 R21 41'11'11" S56'02'22"W 215.44' 306.25' 220.15'
,8, \ y N 9. 99 y / / /
o \ r ` i w \_ w \ ,643 45 °' o ll OF SECTION 29; ALL OF TOWNSHIP 1 NORTH, RANGE 13 WEST R22 41'11'11" S56.02'22"W 250.61' 356.25' 256.09'
h ' ' '• `\ `\ N �',. �•5 \ O+ t.? \ N. 4s. ,, os- , P+R ,.Ri9. dsR 'j� \ 2 S1 ;rr
'', , 1 71 ia., > A 6ti •2>- nj`o „'J ,\ PULASKI COUNTY,ARKANSAS BEING MORE PARTICULARLY R23 2604'35" N76'11'07"E 261.41' 579.3T 263.68'
11,
1\\. \o O % d" 6' 05 �' �\ �• •''1. DESCRIBED AS FOLLOWS: R24 1T4129" S85'16'45"E 162.15' 527.23' 162.79'
M `` ` '� ` � n, ? ''� -- yh 1�; .,`I' h 0 \ PIPE AT THE SOUTHWEST R25 18'04'37" S85'05'11"E 181.36' 577.23' 182.12'
".Q `Q1. \ \ . % , :� - 25 E F •'� BEGINNING AT A i" FOUND
SE1/4 SW1/4 z. ; \\\ \ �"IN \ C *� , ,kg59 Jed - \ 0 " \FUTURE CORNER OF THE SOUTHEAST 1/4 OF SAID SECTION 29, R26 30'15'22" N4421'05"E 302.41' 579.37' 305.95'
SEC.29 Z, ` Sg5 a23 w�_, o\ lbo 6'Z �j '�• ��� F �� DEVELOPMENT FOR A POINT OF BEGINNING, R27 37'46'20" S69.09'08 E 92.66 143.13' 94.36
-1-N R-13-W �. ~ ` \ `` % `'6$\ Z >- 15 .�/ A�FIT o� 9k�DI THENCE, N 88.02'27" W FOR 266.00 FEET, CERTIFICATE OF OWNER
T ' ; \' �; - \\ \ \ • \ ��'. \ "� „E. ��, ry`? 9,.. \ THENCE, N 0106'16" E FOR 1311.17 FEET,•
h\ h , 'I. 6, 1 h
\` \ v v 1
1 \ \ \ 1 \ \ \ \\ �, �� ti 0 0 �?` <" C.P. - - D<h . 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
\ c \,\ 49 W w� \/ \ .9 ti5 kp s6 y
l 1 1 ', ` \ o\ S7 \ w I-'' N , T 128 A SW1/4 SE1/4 'SEC'29 5THENCE, 305.95 FEET ALONG THE ARC OF 7937 FOOT RADIUS CURVE TO THE RIGHT, LAID OFF, PLATED AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT AND SUBDIVIDE SAID REAL TESTAE IN ACCORDANCE
W. , I w w• ' 56 1 ss vs_ , + M774 THIS PLAT.
Zo � \ F' ` `�'-1-N R-13-W SAID ARC HAVING A CHORD OF SIGNED,
: I ' ca \ 'P `' � ry \ 0 '. ,pit 0'N N 4421'05" E FOR 302.41 FEET, c
Q r I 6, ,, \ , `'. . ,
I \� \ g�, \ ��� _ 8�\/ ;,.. tiry6 $1 '�5>, :, i - \\ \, THENCE, N 59'28'46" E FOR 258.76 FEET; C
o- , \ \.\ \'. g2 j _. .s h �ti• 0� \ THENCE, S 3031'14" E FOR 60.00 FEET,
' Z I I I I \\\ �\ NS9 117.9\,\\\`c�51.0 y0� h 2•\ 1 5,11?pq -�0��,, 1�1 THENCE, N 5928-46" E FOR 501.59 FEET, • DATE 0 EXECUTION NAME, 11
11 �11 \ \ \, • , 15 - i h OAP-,a„4 \ F \', THENCE, S 48'01'56" E FOR 203.49 FEET; ADDRESS:903 N. 47TH STREET-ROGERS, AR.72756
COMMON PROPERTIES' ��� � „ - 8\%1 p`�. d'o \\ N THENCE, S 2342'57" E FOR 486.40 FEET,
�' 1 TRACT B ZS.Od 1ti \ �{ �> `�\ y'LA'1.N ' \ \� \may \ \ THENCE, S 74'45'77" W FOR 8.50 FEET; SOURCE OF TITLE:D.R. INSTRUMENT NO. 2004052513
1.891 AC. ` s3_, ' '� •0$ 6 "'.9- `'ocs 00 '?', C1 1 0 55, , A\�V\ /�,,/ \ \ \ THENCE, S 0291'01" E FOR 150.42 FEET,,
D AS• 55 - �5 ryh\ RR `sue, 2 a7`Y' \ , 2 THENCE, S 18'00'35" W FOR 50.14 FEET,
2 y
I S85.4s'35 1 y% s1� F \tih \ 0$�' THENCE, S t721'27" W FOR 125.75 FEET, CERTIFICATE OF FINAL APPROVAL
�i
o \ Z11S.25' \-122`46 48.68 �' 1900�j ' \ �oS2• 9°s5� �5525 00• \ ,\ �w "� \ ,� THENCE, S 85'3T13" W FOR 295.34 FEET, INS OF APPROVAL HAVING
\ 3 \��-\\ 'R yg.. fig. `, �h rs 1S�'\ \,�a_ � `� -\ THENCE, S 68 i9'58" W FOR 46.32 FEET; PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITO
4IIa4/ 6` . 1 \ 1 \ \ THENCE, S 44 47'28" W FOR 130.63 FEET'
\ ��, �_.;.��, \� .s, 9 Q „� , \ ,� BEEN COMPLETED, THIS DOCUMENT 1S HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY
IN , \� a,co M µ \ 'Ajs �V, 1 \y - ryh (,, �� \� THENCE, S 34'19'33" W FOR 51.36 FEET,• OF SAID RULES AND REGULATIONS.
��-• A �, 7 co Qv A \ A v ry 9 ��
%0 o v n� " v- Nh �� �1� \ THENCE, S 48'49'36" W FOR 129.94 FEET;
BOUNDARY COORDINATES ,, - , b • O' \ S 1 y A , o A \
PT. NORTH. EAST. 55 N O � h 0 V A % `.� v �F S sty x� ti' 9 %1 �� 'o ` yy g1 A r A THENCE, S 2902'47" E FOR 180.12 FEET,_---_--
1 t 28634.005 1185295.354 �' v �' ��� ` , v,11 ss� y 15116 1h \ k� 29'' A 1 wi +' ' V n� THENCE, S 30'20'00" E FOR 439.12 FEET DATE
2 t 28643.099 t 185029.510 ;o 14--A=77. `` , h 'O� 6� 3W ?, P�\ � \ . A � N ,- THENCE, S 0327'02" W FOR 198.05 FEET;
3 129954.026 1185054.782 I "� P�7p 0T, qvA�/ pL ix 1.1 ;5ti \ y �F y , , I,&'0_ �. - THENCE, N 8800'47" W FOR 78Z39 FEET SIGN
4 129952.750 1185152.662 0� Sf�' �p \`• a 1 55 `L6'• /\ > \ '. '` 1 ,-, " '�' F _ ", TO THE POINT OF BEGINNING, CONTAINING ; '
5 130168.990 1185364.061 0 P . „�`' �� y5 1� 25 N_ ,I 0� 0 w "� `J 40.482 ACRES, MORE OR LESS. - _
11
6 130300.399 1185586.968 \\ •E - R '..,f. h 11 0 ZJ �, \off 11` \ ,.J o . • , ` � �
7 130248.713 1185617.439 \ \.\ 6 11 \ 6 A, y6 O, .-. '�' s \.� , I hh. _ � 1 g 0 ,,,$ - X 9 ' \\ DATE OF EXECUTION NAME, -
8 130503.443 1186049.532 '\
\ 3 1' o. s t'Yj , 1 016E \' \
9 130367.367 1186200.48630 \ N 'P'16•� -1, \ -. •G2•�,.�,\ h :�\, 5612�a8 \_ow ocs, �\, P1 ry \\ L.R. PLANNING COMMISSION
10 129922.043 1186396 \ > ' / , q\ \�/,\ °. .\ /\ w� m` •� ."I �6 N\\ w: \
11 129919.807 1186388.256 tih\ s �. �s \ ` rye \ \ �5 tp \\ CERTIFICATE OF ENGINEERING ACCURACY
12 t 29769.497 1186393.987 'a ) .� ss� 77 p2'16 E ,tip \ > `' 1 \ \�1 fso
13 129721.816 1186378.485 /` \ ,_. / Z > \ ;P ` >1. \$'`., \.. N 128.0,'\%,Ir,"I�o`\ 'I „`11 1I \v \\ ``O� ;:..\�``
14 129601.792 1186340.970 N� > o I nw \ s E 32 N u\ ' S\ \ x ,, \ er
I,-_ , __-,HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND
15 129579.239 1186046.488 1 On'p ' v ! 4g 55 v `' I Sp z ` . u 1 I `1 _ '\ `,°� 2 \ e • \ THAT ENGIN RING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH.
16 129562.136 1186003.440 I > w_ w a _ N �6�1 47 1 \a \ N �S, ' Sw 55 1h2S59� v _Ki \ \\\ o I o m. % L5 \ `
17 129469.430 1165911.408 / 'r m, w R 152'16p1 ° 1 N `
18 129427.016 1185882.447 (,j
sm. � i 1 ��FN� Q'%"'?r R \'F �� 5 i. y �a ,, v2>6 ¢ 6 ' M - \,SIGNED,1.469 1185784.635j �d ,4 PS 2 \ A-61.62 \, \ O 1 " \
20 129183.406 1185872.418 3 TNT\ \s\ g N• Au AlA,- R20 63 / \ =y _• �,E\\ , \,, \
21 128804.398 1 186094.189 36k ,\ 1 , > 8 O o Tt� ' A� ,'\ \ N (h0 ^ \ $ 84' P j '\ NV ' , \ _ _ - -
1 2S ,
22 128606.706 118 1 I l i � ', � � ��1 ; � o �,,� - v� � >� 20. �� _ � ..
PAGIS 2068-0361 129933.74 1185128.75 - I I - °�' h ry -_� _ 0 ATE OF EXECUTION
D NAME REGISTERED NGINEER
.o. r M \,S� �� ` \ \..\,\ yaj0 ^p 1. �� n= `\. /� \� ,1� \ ` NO.__ _ ----- ARKANSAS
PAGIS 2068-0350 128689.099 1185040.93 RESERVED PROPERTIES \ a, w- h o. F ., \ \ I% m_ n ,,,`� \ \ /\ ah `o' \31 � -I;;
1.924 AC.I I o \ \\ ` tO,W ti .:� \ 11 \ O. ^ .\ , :
PAGIS \ 9\ ' >� �' I C.P. ' 69.23' / \ `,. \` 5j462 04 S11<1.?.- I ^ "- 4 ,\ ?ry , \� 'od ^\`
\ -� 212.84` " o _N864T55"E �/-�{
AG 2068-0350 i �srg 1 Z o �N89'1'923 W to \ \,\ -'N\ �5, / '
.25; ( ; 00 TRACT A N87'31'11 "W \ S88 00 47 E. 2 121.98 150.18' C.P "1
/ / ® � A=5.30,E TRACT a \'ti'\ CERTIFICATE OF SURVEYING ACCURACY �Sf
S88'02'2T°E' 178J8' �. �w o \\ ---.77415 T \-` [
PK NAIL -,, 30.00'r ivcn ( RESERVED PROPERTIES\,. PD.SSIB.lP,, )t7TTX 1w,efD, �- -\'I "�'/J
0 'ls� 4 f 0.971 AC RESERVED PROPERTIES o \ l,__-l�htx�Q_ __HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUN ARY SURVEY MADE
3 266.02 -' - ` '' L J62.81' - _ \ 'd, \ \, OR VERIFIED 9Y Mrr MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL
N88 02 27 W _ - -- T
CRYSTAL VA j K 'Ri�l: s0' 1. - F Qom . - -+',- _\ �: SURVEYING REQUIREMENTS OF THE STATE OF ARKANSAS AND CITY OF LITTLE ROCK SUBDIVISION RULES AND REGULATIONS
\ "U1" ESIPE FOUND 787.39 \ 22.
�r \ '" -_ ,. _i 1 \,.',, �- \ \� HAVE BEEN C M LIED WITH A D ILED FOR RECORD AS REQUIRED.
i -N88.00'47 W ,
W COR. SE1 4 SEC.29 JFJ \ \\\- 8
\ / - 1 I I', 1\\Ro\\\: `, \ \'•\. \\ r `\ NAME
MAR THA HOPKINS 1 MIL T ON W. HALFORD REGISTERED
SURVEYOR PROFESSIONAL
LEGEND NOTE: 1/2" REBAR WITH CAP WILL BE SET AT ALL DATE OF EXECUTION �/ ®® No. 1203
LOT CORNERS, CURVE PC'S AND PT'S. RKANSAS
CERTIFICATE OF RECORDING o- - - - � BOUNDARY OF SUBDIVISION
- - - - - - - - - - - - - - BUILDING SETBACK LINE G1sTER SECOND REVISED FINAL PLAT 1" 100'
SCALE:
THIS DOCUMENT, NUMBER__________ FILED FOR RECORD_____________,2006, IN LAND LINES OF SECTIONS 4Sre o DATE: 03/OB
DRAWN WRS
a" - - " ,. UTILITY, DRAINAGE OR OTHER EASEMENT _ NO 11 I s SIENNA LAKE SUBDIVISION CHECKED: DATE:
2008026456 Received: 4117/2008 3:29:02 PM :.„,.," ..... .. _ 'ti
Recorded: 04il712008 03:40:52 PM Filed iL * ,,, CONTOUR LINES; THESE LINES SHOW THE ` m ; p E
SCALE: 1"=100 FEET 1 '' y- APPROVED: DATE:
I.
Recorded in Official Records of PAT O'BRIEP., ,.�' E CIR ', 1
PLAT BOOK_______, PAGE___-- •( Ct/ •4 GENERAL SHAPE OF THE LAND AS DETERMINED +� 40`, BLOCK I� L 1
PULASKI COUNTY CIRCUIT/COUNTY CLERK . F ,'. /J. a �% ,__�
Fees $15A0 O ".. Zy _- 5J0 \--= FROM AERIAL PHOTOGRAMMETRY. ', iS ,e11 11
FILE N0:
`\___-�� CONTOUR INTERVAL TWO FEET. 0 SO 100 200 '•"I", N R �P- `
= 4at /i* �G j BASIS OF BEARING AL LAB
lJo 9 . �' �� ___ III
PULASKI COUNTY, ARKANSAS DWG. N0:
nn S ' rl�".:: c C.P. (COMMON PROPERTIES) OPEN SPACE ARKANSAS STATE PLANE COORDINATES
�,�a, / NORTH ZONE,NAD83) JOB FILED
/ :, Co (1
a RESERVED PROPERTIES RETAINED BY DEVELOPER REFER NCE P.A.G.LS. MONUMENTS SHEET (irnnQ T-iQllL 903 NORTH 47TH STREET NO: IN:
C. •.. ,, -1 � 2067, 2068, AND 2056. /1LHBO c. Llll�l, Prepared B CD ROGERS, ARKANSAS 72756
S ? : "A=" ARC LENGTH ( ) p ir"
P ; q w, COOPER (800) 648-6401
C , ,n -y , . ,, PAGIS MONUMENT SET ERROR OF CLOSURE 1: 357941 OF I ACoape Cmnmuniry COOPER LAND DEVELOPMENT,INC. » n M
I 11 III11 I I I