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HomeMy WebLinkAboutS-1424-D Map 3NOTES CONSTITUTING A PART OF THIS REVISED FINAL PLAT AND TO BE READ IN CONNECTION WITH THIS REVISED FINAL PLAT AND ALL PROPERTY REFLECTED THEREON \�'1 COOPER LAND DEVELOPMENT, INC. ("DEVELOPER"), AS OF THE DATE OF RECORDING bF THE ORIGINAL PLAT, WAS THE OWNER OF ALL THE REAL ESTATE REFLECTED UPON THIS REVISED FINAL PLAT, AND IS THE CURRENT OWNER OF ALL THE LOTS AND REAL ESTATE REFLECTED AS CON40N PROPERTIES UPON THIS REVISED FINAL PLAT THIS 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 CIRCUIT/COUNTY CLERK OF PULASKI COUNTY., ARKANSAS, A BILL OF ASSURANCE TO SIENNA LAKE SUBDIVISION DECLARATION OF COVENANTS AND RESTRICTIONS 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 FOR BILL OF ASSURANCE TO SIENNA LAKE SUBDIVISION DECLARATION OF COVENANTS AND RESTRICTIONS FOR SIENNA LAKE, A COOPER COMMUNITY, ON THE 13TH DAY OF NOVEMBER, 2006 AS DOCUMENT NO. 2006088708, AND WHICH WAS FURTHER AMENDED BY THE "FIRST AMENDMENT TO BILL OF ASSURANCE TO SIENNA LAKE SUBDIVISION DECLARATION OF COVENANTS AND RESTRICTIONS FOR SIENNA LAKE, A COOPER COMMUNITY, CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS-, WHICH WAS FILED FOR RECORD AT 12:59:27 P.M. ON THE 17th DAY OF FEBRUARY, 2009, IN THE OFFICE OF THE CIRCUIT/COUNTY CLERK OF PULASKI COUNTY, ARKANSAS AND IS THERE RECORDED AS DOCUMENT NO. 2009009982 (COLLECTIVELY HEREINAFTER REFERRED TO AS "DECLARATION. AS AMENDED BY FIRST AMENDMENT"). THIS REVISED FINAL PLAT IS FILED CONTEMPORANEOUSLY WITH THE FILING OF THE AMENDED AND RESTATED SUPPLEMENTAL DECLARATION OF COVENANTS AND RESTRICTIONS TO BILL OF ASSURANCE TO SIENNA LAKE SUBDIVISION DECLARATION OF COVENANTS AND RESTRICTIONS FOR SIENNA .LAKE, A COOPER COMMUNITY (HEREINAFTER REFERRED TO AS "AMENDED AND RESTATED SUPPLEMENTAL DECLARATION"), EXECUTED BY THE DEVELOPER WHICH HAS THE EFFECT OF BRINGING THE LANDS REFLECTED UPON THIS REVISED FINAL PLAT WITHIN THE PROVISIONS OF THE DECLARATION AS AMENDED BY FIRST AMENDMENT, AND THE DECLARATION AS AMENDED BY FIRST AMENDMENT IN ITS .ENTIRETY IS BY REFERENCE MADE A PART OF THIS REVISED FINAL PLAT. THE PROVISIONS OF THE DECLARATION AS AMENDED BY FIRST AMENDMENT SHALL CONTROL AS TO THIS REVISED FINAL PLAT EXCEPT ONLY AS TO PROVISIONS HEREIN CONTAINED AND CONTAINED IN THE AMENDED AND RESTATED SUPPLEMENTAL DECLARATION. _ . l"ijF.'T THIS 2. THE PURPOSE OF THIS REVISED FINAL PLAT, AMONG OTHER THIN,` PS'MOASUBJECT THIS REVISED FINAL PLAT TO THE DECLARATION AS AMENDED BY FIRST AMENDMENT AND TO CORRECT THE PLAT NOTES TO CONFORM TO SAID DECLARATION AS AMENDED BY FIRST AMENDMENT, IN PARTICULAR TO REFLECT THAT ALL LOTS ON THIS REVISED FINAL PLAT, UNLESS SHOWN OTHERWISE ON THIS REVISED FINAL PLAT, HAVE A SEVEN AND ONE-HALF FOOT UTILITY AND DRAINAGE EASEMENT ON THE INTERIOR OF ALL LOT LINES AND THAT SUCH EASEMENTS ARE PARALLEL WITH THE CORRESPONDING LOT LINE. 3. T N PROPERTIES REFLECTED THIS REVISED FINAL PLAT ARE INTENDED TO RE COMMON S RE TE UPON 0 BE DEVOTED TO THE COMM USE AND ENJOYMENT 0F THE OWNERS OF THE LOTS REFLECTED S UPON SAID REVISED FINAL PLAT AS WELL AS OWNERS OF ALL THE PROPERTIES AS SO DEFINED IN THE DECLARATION AS AMENDED BY FIRST AMENDMENT AFORESAID AND SHALL IN NO WAY BE CONSIDERED AS DEDICATED FOR USE TO THE GENERAL PUBLIC. 4. RESERVED PROPERTIES REFLECTED UPON THIS REVISED FINAL PLAT ARE NOT A PART OF THIS REVISED FINAL PLAT AND ARE PARTICULARLY AND SPECIFICALLY BY THE DEVELOPER RESERVED THEREFROM. 5. ALL WAYS OF ACCESS FOR VEHICLES REFLECTED UPON THIS REVISED FINAL PLAT ARE DEDICATED FOR PUBLIC USE AS THOROUGHFARES. THE DEVELOPER ALL PROPERTY AND DRAINAGE EASEMENTS ARE RESERVED BY LO UPON 0 6. UTILITY REVIS F PLAT PURSUANT TO ARTICLE XII OF THE DECLARATION AS COVERED BY THIS REVISED FINAL URS AMENDED BY FIRST AMENDMENT AFORESAID, UNLESS SPECIFICALLY DESIGNATED OTHERWISE ON THIS REVISED FINAL PLAT OR IN THE NOTES. . tiEN :ND 7. UNLESS SHOWN OTHERWISE ON THIS REVISED FINAL -PLAY ALL LOTS MtkIRTS SAND ONE-HALF FOOT UTILITY AND DRAINAGE EASEMENT ON THE INTERIOR SF ALL LOT LINES, SUCH EASEMENTS TO BE PARALLEL WITH THE CORRESPONDING LOT LINE. 8. 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 (10%) 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. 9. IT IS EXPRESSLY NOTED THAT LOT 1 OF BLOCK 2 RAS A THIRTY (30) FOOT SETBACK LINE FROM SIENNA LAKE DRIVE AND THAT LOT 1 IS TO TAKE ACCESS FROM SIENNA LAKE DRIVE NEAR ITS SOUTHEAST CORNER. 10. SETBACK LINES AS INDICATED UPON THIS REVIBED FINAL PLAT SHALL CONTROL AS TO CONSTRUCTION OF A STRUCTURE UPON THE LOTS REFLECTED THEREON SUBJECT, HOWEVER, TO THE PROVISIONS OF THE DECLARATION AS AMENDED BY FIRST AMENDMENT AFORESAID. 11. ALL LOTS REFLECTED UPON THIS REVISED FINAL PLAT ARE ZONED AS R-2-RESIDENTIAL LOTS, AND ONLY SINGLE FAMILY DETACHED STRUCTURES MAY BE BUILT AND CONSTRUCTED THEREON PURSUANT TO THE PROVISIONS, RESTRICTIONS PROTECTIVE COVENANTS AS -AND CONTAINED IN THE DECLARATION AS AMENDED BY FIRST'MENUMENT AFORESAID. N04INGLE FAMILY DETACHED STRUCTURE SHALL BE CONSTRUCTED WHICH '$MU HAVE A FHOOR SPACE OF LESS THAN 2,200 SQUARE FEET, SINGLE STORY, OR 2,500 SQUARE FEET, TWO STORY OR SPLIT LEVEL. 12. THE 100-YEAR FLOOD PLAIN ALONG THE SHORELINE OF SIENNA LAKE IS AT AN ELEVATION OF 347.27 MSL i. _. 13. THE PROPERTY LINE ALONG SIENNA LAKE IS A MEANDER LINE AT A CONSTANT ELEVATION OF 344 MSL t. THAT PORTION OF THE LOT LYING BELOW THE 100-YEAR FLOOD ELEVATION OF 347.27 MEL t AND EXTENDING TO THE PROPERTY LINE ALONG SIENNA LAKE AS REFLECTED UPON THIS REVISED FINAL PLAT IS RESERVED AS A FLOOD EASEMENT FOR SIENNA LAKE. 14. NO STRUCTURE INTENDED FOR OCCUPANCY AS LIVING SPACE MAY HAVE A FINISHED FLOOR ELEVATION LOWER THAN ONE FOOT ABOVE THE ELEVATION OF THE 100-YEAR FLOOD PLAIN AS REFLECTED ON THIS REVISED FINAL PLAT AND NO ITEMS SUSPECTIBLE TO WATER DAMAGE 1AY BE STORED OR LOCATED BELOW SAID ELEVATION. FOUNDATIONS, PATIOS, AND OTHER'SUCk_ STRUCTURES NOT INTENDED FOR OCCUPANCY AS LIVING SPACE AND NOT SUSCEPTIBLE TO DAMAGE BY FLOOD WATERS MAY BE LOCATED BELOW SUCH ELEVATION IN ACCORDANCE WITH THE PROVISIONS OF THE AFORESAID DECLARATION AS AMENDED BY FIRST AMENDMENT BUT SHOULD BE DESIGNED FOR FORCES OF THE FLOOD WATERS. SUBJECT TO ALL APPLICABLE LICENSES, PERMITS, APPROVALS, CONSENTS AND OTHER AUTHORIZATIONS FROM ALL FEDERAL, STATE, MUNICIPAL AND OTHER GOVERNMENTAL AGENCIES OR AUTHORITIES AND FROM THE ARCHITECTURAL REVIEW COMMITTEE, FILL MATERIAL MAY BE PLACED WITHIN THE PLDOD' EASEMENT FOR SIENNA LAKE AS DESCRIBED HEREIN AS NECESSARY FOR CONSTRUCTION OF STRUCTURES INTENDED FOR OCCUPANCY AS LIVING SPACE. 15. NO STRUCTURE OF ANY TYPE SHALL BE BUILT UPON ANY TAT BETWEEN AN .ELEVATION ONE FOOT HIGHER THAN THE 100-YEAR FLOOD ELEVATION AS REFLECTED UPON THIS REVISED FINAL PLAT AND THE PROPERTY LINE ALONG THE SIENNA LAKE WITHOUT CONSENT, IN WRITING, OF THE DEVELOPER, ITS SUCCESSORS AND ASSIGNS, AND THE ARCHITECTURAL REVIEW COMMITTEE. 16. 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 SUCH ROADS, STREETS OR HIGHWAYS AS IT SHALL DETERMINE TO BE NECESSARY OR DESIRABLE IN ITS 291.61' 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 2 OF THE RIGHT OF WAY FOR SUCH ROADS, STREETS OR HIGHWAYS SHALL BE WITHIN THE SOLE DISCRETION OF DEVELOPER, ITS SUCCESSORS AND ASSIGNS, PROVIDED, HOWEVER, THAT DEVELOPER, ITS SUCCESSORS AND ASSIGNS, WILL USE ITS BEST EFFORTS CONSISTENT WITH h ITS PURPOSES TO LESSEN ANY DAMAGE OR INCONVENIENCE TO IMPROVEMENTS WHICB HAVE ,p 1" PIPE THERETOFORE BEEN LOCATED UPON THE PROPERTY. DEVELOPER, ITS SUCCESSORS AND ASSIGNS, FURTHER RESERVES THE UNRESTRICTED AND SOLE RIGHT AND POWER OF SW T-1 DESIGNATING SUCH ROADS, STREETS OR HIGHWAYS AS PUBLIC OR PRIVATE AND OF ALIENATING AND RELEASING THE PRIVILEGES, EASEMENTS AND RIGHTS RESERVED HEREIN. 17. IN THE EVENT IT BECOMES NECESSARY TO AMEND THIS REVISED FINAL PLAT SUBSEQUENT TO THE RECORDATION HEREOF FOR CORRECTION OF SCRIVENER 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. 1 ) 18. THIS REVISED FINAL PLAT REPLACES IN ITS ENTIRETY THAT RECORDED PLAT IDENTIFIEDAS.SIENNA LAKE SUBDIVISIONI, BLOCK 2, LOTS 1-10, RECORDED ON JULY 25; - 2008 IN THE OFFICE OF THE CIRCUIT/COUNTY CLERK OF PULASKI COUNTY, ARKANSAS, AND I. ` THERE RECORDED AS DOCUMENT NO. 2008051224. DATED THIS DAY OF JUNE, 2009. COON DEVELOPMENT, INC. BY TITI C. OIPENSEINVICE PRESIDENT CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER - FILED FOR RECORD ,2009, IN 70 Received: 672972009 9:35:35 AM RoGo- : OfirMI2009 00:51:30 AM Filed,& Recorded in O1Ncial Records of PAT 0"BTSWN, PLAT BOOK _,PAGE__. PULA U COUNTY ciRcu1TICOUNTY cL:TM41( Cdi SWl 1/4 SEC.29 T - 1 - - 1 3 - W 100 YEAR FLOOD PLAIN 6 EFFECTS FROM SIENNA LAKE ELEV.347.27'II.S.L. ^ Mp y0"�p�1y 5 EXISTING SIENNA LAKE 37M.S.L. POOL ELEVATION !S 34 2 M •� NORMAL 00 F 0 N� h• J 1 PROPERTY LINE ALONG THE LAKE IS A THE - - J y �n ti yM.S.L. i s N LINE AT ELEVATION 344 M.S.L Rh THE MEANDER C i III '4 CoopER_ LAND 1 R t,' I RyySERVED FOR AV 1 it 77 •m e p 8 h. S 'y h Sir• � 128634.005' N "p 1 mm. ' �• 76 68 7.5 LEGEND BOUNDARY OF SUBDIVISION - - - - - - - - - - - - - - BUILDING SETBACK LINE LAND LINES OF SECTIONS _z CONTOUR LINES: THESE LINES SHOW THE GENERAL SHAPE OF THE LAND S DETERMINED FRbY. M AERIAL PHOTOGRAMMETR �/ CONTOUR INTERVAL TWO FEET C.P. (COMMON PROPERTIES) OPEN DACE A= ARC LENGTH R=20' ALL STREET ROW INTERSECTIONS HAVE A 20' RADIUS CURVE PAGIS MONUMENT SET 7K L�9 O SET IRON PIN (1/2" REBAR WITH CAP) • FOUND 1" PIPE C•11 368' amcm IFNQIK2smwA Itn ELEV.347.27'M.S.L. P 11 g -i �A.�•T�d.a..Y a �Pa j-.. `Yr. 4 t-' § �w�"� 5'+. ` .+•�r.a � \ Holstead �J �.�� `�...�'r*..s. +r .`<�� n '- x c• + bra ^u� � ,..° 1 ' if 'fit SIENNA LAKE BLOCK 2, LOTS 1-10 ` a" t xis , LEGAL DESCRIPTION (yw (1 ` c A 28 PARCEL OF LAND LYING IN THE NW 1/4 OF THE i SE 1/4, IN 774E SW 1/4 OF THE NE 1/4 AND N THE ) t ,� iy NE 1/4 OF THE SE 1/4 OF SECTION 29; ALL OF TOWNSHIP 1 NORTH, RANGE 13 1!E'ST, PULASKI COUNTY,ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: i e , • }.. d,� ' i e a 1 a - . , g t ....:,. 'r BEGINNING AT A P NT 66.39 FEET NORTH. AhD 291.61 �( � p� EAST OF .A' ,1 � FOUND PIPE, AT THE SOUTHWEST �ER OF 774E SOUTHEAST 114 OF SAID SECTION 29 ARKANSAS STATE PLANE COORDINATES NORTH ZONE-NAD83 ;8 t a s . ' • ;r_•- OF NORTH 128634.005 FEET AND EAST 1185295.354 FEET, '. 4-.. ti"� j) r r". 4:•. i„ �QP " THENCE N 59'28'460 E FOR 160.39 FEET: THENCE, 56.26 FEET ALONG THE ARC OF A a ' `• \ 245.00 FOOT RADIUS CURVE TO THE LEFT, SE 1 4 NE 1 4 SEC.29 SAID ARC HAVING A CHORD OF / / N 5254.03" E FOR 56.14 FEET, T-1-N' THENCE, N 46'19'20' E FOR l09.34 FEET; R-13-W ! ,� ea ' • � . - � " � a :arm n©I ` •s t I �' I THENCE, 84,63 FEET ALONG THE ARC OF A >U_ t 3 305.00 FOOT RADIUS CURVE TO THE RIGHT, � SAID ARC HAVING A CHORD OF N 54'16'16" E FOR 84.35 FEET,• THENCE, N 62'13'12" E FOR 129.50 FEET: THENCE, 54.33 FEET ALONG THE ARC OF A " \ 245.00 FOOT RADIUS CURVE TO THE LEFT SAIDd 4 ARC HAVING A CHORD OF \ r i i t f M c 009GLAS r. & SNEREE MUM N 5552'03" E FOR 54.22 FEET, /f �, e j THENCE N 49 30'S2" E FOR 22765 FEET- i ^�•19 g6� 344 2 ti y4'kr-- '��h�� P �//80?2 THENCE, 80.81 FEET ALONG THE ARC OF A 425.70 FOOT RADIUS CURVE TO THE RIGHT,+ SAID ARC HAVING A CHORD OF � :, ' r I Dan . � .. am ' N 545711" E FOR 80t69, EFL r r- T�}vc€ 13,r: R-RIGHT OF WAY CURVE, CURVE TABLE C-CENTERLINE CURVE NCEsO�O T AL THE ARC OF A r ---- 2t7.00 FOOT RADIUS CURVE TO THE LEFT 1T0. DELTA CHORD BEARING RADIUS ARC NO. DELTA CHORD BEARING RADIUS ARC TANGENT SAID ARC HAVING A CHORD OF 014355" E FOR 34.1 FEET,e 6• RI 9002'01" N64e54130"E-80.64' O 512.001 80.72' Cl 20*3010611 11142"1244"W-62.051 174.35' 62.39' 31.531 THENCE 34.96 FEET ALONG RC L G 774E A OF A R2 R4 1 n 10 52 37 e " 10 52 37 1 n 1 N 9 7 1 - 5 5 l E 80.69 e n 1 S54 57 11 1 42 7 5. 0 f r 80.SI 1 C2 O r a 6 47 54 O O f , N3 - 5 21 38"W 98.49 = 908.89 48. 2 24.29 5 FOOT RADIUS CURVE TO THE LEFT, R5 49"25'09" - W 69.32 S85"06'04"W-377.89' 365 70 452.00' 69.42 389.86' C3 = n 20 29 22 O 1 " , N62 42 28 W-53.36 r , , 150.00 53.64 27.i1 SAID SAID ARC HAVING A CHORD OF C4 39*42158" N53"05140"W-101.91' 150.00' 103.98' 54.181 N 645624" W FOR 34.85 FEET R7 16°01'31" N64456'24"W-34.85' 125.001 34.96' C5 49e25'09" N85e06'04"E-402.97' 482.00' 415.74' 221.791 SIENNA TAKE THENCE, N 7257'10" W FOR 68.34 FEET; R8 e r " 29 02 13 ° , ro 358 26 03 E-87,74 175.00 88.69 C6 o , a 10 52 37 e n N59 57 11 E-75.01 395.70 75.12 37.67 , COMMUNITY CENTER THENCE, 62.58 FEET ALONG 77.1E ARC OF A R9 20e29'22" N62e42'28"W-44.46' 125.001 44.70' C8 4"15'26" S68"03'40"E-145.37' 1957.001 145.41' 72.74' 175.00 FOOT RADIUS CURVE TO THE RIGHT, R10 20"29'22" N62"42'28-N-62,25' 175.001 62.58' C9 13*09126" N52°54'03"E-63.01' 275.001 63.15' 31.72' SAD ARC HAVING A CHORD OF R15 6"47'54" S35"21138"E-51.45' 433.851 51.48' C10 15'53'50" N54016'16"E-76.06' 275.00' 76.30' 38.401 0j 51-PAG 03510903 N 62'42'28" W FOR 62.OR FEET; R16 6947'54" N35021'38"W-45.521 383.89' 45.55' Cif 12"42'19" N55"52'03"E-60.86' 275.001 60,98' 30.62' THENCE, N 5227'47" W FOR 298.42 FEET; R17 R18 20"30'06" 20630'06" N42°12'44"W-53.16' N42012'44"W-70.95' 149.35' 199,35' 53.44' 71.33' THENCE, 71.33 FEET ALONG THE ARC OF A 199. 35 FOOT RADIUS CUR CURVE 70 174E RIGHT R20 4°15'26" e S68003140"E-147.60' e 1987.00, 147.64' I • SAID ARC HAVING A CHORD OF R21 , 4 i5 26" N68 03'90"W-143.14' 1927.00' 143.18' N 427244- W FOR 70.95 FEET.• R22 117*19108" N01043'55"E-34.16' 20.00' 40.95' Sj 07j, THENCE. N 3157.42" W FOR 133.13 FEET R23 R24 13*09126" o n 13e09 26n N52"54'03'E-56.14' e r " S52e54 03'W-69.89 245.001 305.00' 56.26' , 33�� F y THENCE 45.55 FEET ALONG THE ARC OF A 383.89 FOOT RADIUS CURVE TO THE LEFT, R26 15e53 50n N54e16 16'E_84.351 84.63 64.98 \ SAID ARC HAVNG A CHORD OF R27 15 53 50 N54 16 16 E 67.76 245.001 245.00 S 3. N 3521.38- W FOR 45.52 FEET: 38'45'350 R28 12042!1,, NS5052'ENW-54.22' , n 245.00' 54,33 67.33' THENCE, M W fOl? 4&W,FEE T THEA1 , N 5030 34 E FQi ,J f.5.y06: FEET R30 40°23'08" N89"37'04"E-3534461 512.001 360.891 h?O a¢. ��. '. A .-, . �?� > o� THENCE. $ 307y'I,i" E FOP S9j98 FEET; THENCE, THENCE, S 37140'14' E FOR 90.14 FEET; THENCE S 3259'13" E FOR 8513 FEET - DIG $5tidfa.� ryA t THENCE, S 3324'18" E FOR 81.09 FEET; CERJ7FlCATE ff Q/ I R ,yy�3,"'•29 < % 0 THENCE, S 413725" E FOR 82.76 FEET, 560 --CERTIFY THE WE HA 356 �\a THENCE S 6158.26" E FOR 75,56 FEET,• WE, OFF, PLATHERTTED ANDIGNED,OSUUSDIVDED ANDERS OF THEEAL DO HEREBY LAY OFF,ESTATE SHWNNPLAT ACNDIBED SUBDIWDE SAID RHEREIN. DOEEAL REBY ESTATE IN ACCORDANT CE ^?PAGB' THENCE S 77'45'53" E FOR 82.95 FEET: WITH THIS PLAT. .0f0 1 ..4 NE1/4 SE1/4 SEC.29 THENCE N 733s'10" E FOR 112.23 FEET; 36.z- I 2 ' t THENCE S V'09'32 E FOR 87.86 FEET.• NW1/4._ A1/4, 8RC.2`6 T-1-N, RR-13-W THENCE S 160027' W FOR 105.13 FEET: THENCE 5 0679'56"TWiLFA-13.62 FEET T - 1 - N, R - i 3 - w THENCE ,JASO.89 FEET ALONG THE ARC OF- A 512.00 FOOT RADIUS CURVE TO THE RIGHT, 364`NC CnRI SAID ARC HAVING A CHORD OF BOURBARY COORDINATES N 8937-04" E FOR 353.46 FEET PT MDRTWAnu i8EAST SIGNED, DATE OF EXECU7ION /�9 NAME (p%ft ADDRESS.903 N. 47TH STREET-ROGERS, AR.72756 SOURCE OF TITLE: INSTRUMENT NO. 2004052513 1 1341380.3995 118F,31i§,9683 THENCE S 70'1 i 22 E FOR 33.06 FEET.• THENCE, 14A 64 FEET ALONG THE ARC OF A 8 130779.SM 1186250.0532 1987.00 FOOT RADIUS CURVE TO THE RIGHT, CERTIFICATE OF FINAL APPROVAL 5 130828.3978 IIW346.1167 SAID ARC HAVING A CHORD OF 6 130839.2977 1186340.5785 S 68'03'40" E FOR 14Z60 FEET: 7 13000.2061 1186310.0437 PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING THENCE S 2404'03" W FOR 60.00 FEET 9 150936.1959 1186191.3033 BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY `9 131118. 148 1185954,6676 THENCE OOT FEET ALONG THE ARC OF , OF SAID RULES AND REGULATIONS. 10 131118.0148 1185954.Bfi76 1927.00FOOTRAOIUS CURVE 70 THE LEFT, 11 13117CL5658 1195906.9966 SAID ARC HAVING A CHORD OF 13 131583.5457 1185836.5230 N _003'40',W FOR 143.14 FEET,-- 18 131320.6410 A185810.1774 THENCE, 9b�a11»32"; N4tI W3ii& :F{(ETbF A DATE 15N 131389.9631 1185734 5214 4HBJVG£ '089.861(17ET+ALCNG THE ARC OF A 15 134SO&AS94 118 7.•l3715 452.00AF00T RADIUS CURVE TO THE LEFT, SIGNED, tE 131333 vm 1IW953.9496 SAID ARC HAVING A CHORD OF 17 131366.3796 1186009.0347 S 8506'04" W FOR 37Z89 FEET S 1 18 131294.9732 1186055.3836 THENCE S 602329" W FOR 159.44 FEET,• 19 131227.2772 1186100.0295 THENCE 69.42 FEET ALONG THE ARC OF A DATE OF EXECUTION �(� J / bC NAME, 20 131165.4155 1186154.9987 365.70 FOOT RADIUS CURVE TO THE LEFT, L.R. PLANNING COMMISSION 21 131119.3720 1186227.4054 SAID ARC HAVING A CHORD OF 22 131083.8667 1186294.1078 S 5457'11" W FOR 69.32 FEET CERTIFlCAT OF ENGINEERING ACCURgCY 23 131066.2869 1186375.1759 THENCE S 49 30'52" W FOR 349.74 FEET 24 131097.9992 1186482.8292 THENCE, S 83 44'04" E FOR 26.68 FEET,• 25 131052.9595 1186558.2609 THENCE S 5928 46" W FOR 501.59 FEET, 1,-------,HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME. AND 26 130 3 .3683 1186527.7676 THENCE N 3031'14" W FOR 60.00 FEET THAT ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULA7IONS HAVE BEEN COMPLIED WITH. 27 130940.7264 1186881.2238 TO THE POINT OF BEGINNING, CONTAINING 28 130929.5218 118691 .3251 6.299 ACRES, MORE OR LESS. 29 130929.5228 1186912.3251 30 130874.3761 1187049.2372 S! EQ 31 130819.5922 1187024.7694 EIS + 32 130873.0737 1186891.9905 C " r� p14 33 130884.2773 1186860.889134 /�/1 N 35 1300873.2325 1186345.7629 DATE OF EXECUTION � /to /�w,y9 NAME REGISTERED ENGINEER ^( \ 36 130506.3547 1186023.0124 092 f `" �`7 0. �T2 ARKANSAS 37 130503.4426 1186049.5321 38 130503.4426 1186049.5321 39 130248.7126 1185617.4390 .® 40 130873.4457 1186341.6111Lu \ 95 19041S.' i3 14.857E5.9g33 �'- f f CERTIFICATE OF SURVEWNG ACC RU ACY �� m o 3� hIs0415'x 1V9s�2 1 �q'ryti�'�'YIW�. '98 113054 .4810 11185917.4635 (� f%(1rA I• �..-,HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE 98 130600.8384 1186032.0386 OR VERIF! BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL 99 130631.2 00 11860.SURVEYING REQUIREMENTS OF THE STATE OF ARKANSAS AND CITY OF LITTLE ROCK SUBDIVISION RULES AND REGULA7IONS f 00 13082 .2600 1186076.91613314HAVE BEE OMPUED 141 AND FILED FOR RECORD AS REQUIRED. JI 5 PAGIS 0351-0402 130826.42 1186331.84 PAGIS 0351-0403 131066.02 1187032.34 NAME REGISTERED PROFESSIONAL BLOCK 2 LAND SURVEYOR LOT 1 0.353 AC. LOT 2 0.367 AC. FLOOD ZONE NOTES NOTE: 1/2" DEBAR WITH CAP ARE SET AT ALL LOT DATE OF EXECUTION 6 �/9 N0. 1203 - C (1 2�-6 LOT 3 0.276 AC. BY GRAPHIC PLOTTING ONLY, THE PROPERTY SHOWN HEREON LIES CORNERS, CURVE PC'S AND PT'S. KANSAS LOT 4 0.256 AC. WITHIN ZONE 'C• OF THE FLOOD INSURANCE RATE MAPS, COMMUNITY " LOT 5 0.230 AC. PANEL NOS. 050179-0383 D WHICH BEARS AN EFFEC77VE C,IST REVISED FINAL PLAT SCALE: 1" = 100' LOT 6 0.234 AC. DATE OF 07-16-96 AND IS NOT IN A SPECIAL FLOOD HAZARD AREA. :° �$ ..... '''•, LOT 7 0.280 AC. ,�''9T OF;_ DRAWN: WRS DATE: 4/09 LOT 8 00.27 AC. SIENNA LAKE SUBDIVISION LOT 9 0.286 AC. {r 0 CHECKED: DATE:TOTAL - LOT 10 279 AC. M y = TOTALtA 2 850 AC. SCALE: i"=100 FEET BLOCK 2 LOTS 1 / D APPRovED DATE: �, LOTTED AREA 2.850 AC. D 50 ]00 200 Sr FILE N0: COMMON PROPERTIES 0.202 AC. BASfS "PLANE '''O, LL „o•'', STREETS 3.247 AC. ARKANSAS STATE PLANE COORDINATES "'• DWG NO TOTAL 6,299 AC. (NORTH ZONENAD83)) �+ Da�.,� LENGTH OF RECORDED STREETS REFERENCE P.A.G.LS. MONUMENTS SHEET (iI1('IIeenn''jnjfl(j j (jY(' • repamd�1' �/^�(`� 903 NORTH 47TH STREET JOB FILED 60 FOOT RIGHT-OF-WAY 1656 LINEAL FEET t (2067, 2068, AND 2056.) SlLllllfl _jij(Itt r��j *W��1rJ�+��}R�r, 50 FOOT RIGHT-OF-WAY 867 LINEAL FEET ± ERROR OF CLOSURE 1:613997 1 OF � qqm: k7um 1 iri�7 ROGE(800)S. R648-6401KANSAS 275 N0: IN: AC 6 "t* Z009 0+3w