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Home My WebLink AboutS-1424-D Map 1NOTES 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 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 RESTRICTIONS FOR SIENNA LAKE, A COOPER COMMUNITY ("THE DECLARATION"), WHICH DECLARATION IS THERE RECORDED IN RECORD BOOK/PAGE NO. 2006086366. THIS PLAT IS FILED CONTEMPORANEOUSLY WITH THE DECLARATION EXECUTED BY THE DEVELOPER WHICH HAS THE EFFECT OF BRINGING THE LANDS REFLECTED UPON THIS PLAT WITHIN THE PROVISIONS OF THE 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. ALL WAYS OF ACCESS FOR VEHICLES REFLECTED UPON THIS PLAT ARE DEDICATED FOR PUBLIC USE AS THOROUGHFARES. 4. UTILITY AND DRAINAGE EASEMENTS ARE RESERVED BY THE DEVELOPER UPON ALL PROPERTY COVERED BY THE PLAT PURSUANT TO ARTICLE XII OF THE DECLARATION AFORESAID UNLESS SPECIFICALLY DESIGNATED OTHERWISE ON THE PLAT OR IN THE NOTES. 5. UNLESS SHOWN OTHERWISE ON THE PLAT, ALL LOTS HAVE A SEVEN AND ONE-HALF FOOT UTILITY AND DRAINAGE EASEMENT ON THE INTERIOR OF ALL LOT LINES, SUCH EASEMENTS TO BE PARALLEL WITH THE CORRESPONDING LOT LINE. 6. 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. Z IT IS EXPRESSLY NOTED THAT LOT 1 OF BLOCK 2 HAS A THIRTY (30) FOOT SET BACK LINE FROM SIENNA LAKE DRIVE AND THAT IT IS TO TAKE ACCESS FROM SIENNA LAKE DRIVE NEAR ITS SOUTHEAST CORNER. B. 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. 9. 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 DECLARA7ION 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. 10. THE 100 YEAR FLOOD PLAIN ALONG THE SHORELINE OF SIENNA LAKE IS AT AN ELEVATION OF 34Z27 MSL f. 11. THE PROPERTY LINE ALONG SIENNA LAKE IS A MEANDER LINE AT A CONSTANT ELEVATION OF 344 MSL f. 12. THE FINISH BASEMENT ELEVATION OF ANY RESIDENTIAL STRUCTURE CONSTRUCTED ON LOTS DESIGNATED BY THIS PLAT SHALL BE NO LOWER THAN 1 FOOT ABOVE THE ELEVATION OF THE 100 YEAR FLOODPLAIN AS REFLECTED HEREON. 11. DEVELOPER, ITS SUCCESSORS AND ASSIGNS, HEREBY RESERVES A PERPETUAL BLANKET EASEMENT, PRIVILEGE AND RIGHT IN, UPON, OVER AND ACROSS THE COMMON PROPER7IES REFLECTED HEREON, IF ANY, FOR PURPOSES OF CONSTRUC77NG 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 K10TH AND LOCATION 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 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 DESIGNATING SUCH ROADS, STREETS OR HIGHWAYS AS PUBLIC OR PRIVATE AND OF ALIENATING AND RELEASING THE PRIVILEGES, EASEMENTS AND RIGHTS RESERVED HEREIN. 12. 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 ____ DAY OF COOPER LAND DEVELOPMENT, INC. ED 2008. Randy Brucker 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 WHICH BEARS AN EFFECTIVE DATE OF 07-16-96 AND IS NOT IN A SPECIAL FLOOD HAZARD AREA. CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER__________ FILED FOR RECORD -------------- 2006, IN PLAT BOOK_______, PAGE _____. COOPER LAND RESERVED FOR LEGEND 0� - - - BOUNDARY OF SUBDIVISION - - - - - - - - BUILDING SETBACK LINE LAND LINES OF SECTIONS CONTOUR LINES THESE LINES SHOW THE GENERAL SHAPE OF THE LAND AS DETERMINED ro. �. ...... « ••••-•�•-, �• """� „�'" �`" FROM AERIAL PHOTOGRAMMETRY. .,.,.,.......'.`.�,,,........•..,^'tea ""� „,.w..••",^•."" CONTOUR INTERVAL TWO FEET. C.P. (COMMON PROPERTIES) OPEN SPACE/COMMUNITY CENTER A= ARC LENGTH R=20' ALL STREET ROW INTERSECTIONS HAVE A 20' RADIUS CURVE PAGIS MONUMENT SET NW1/4 SE1/4 SEC.29 T-1-N, R--13-W BLOCK 2 LOT 1 0.353 AC. LOT 2 0.367 AC. LOT 3 0.276 AC. LOT 4 0.256 AC. LOT 5 0.230 AC. LOT 6 0.234 AC. LOT 7 0.280 AC. LOT 8 0.289 AC. LOT 9 0.286 AC. LOT 10 0.279 AC. TOTAL 2.850 AC. TOTAL AREA LOTTED AREA 2.850 AC. COMMON PROPERTIES 2.600 AC. STREETS 3.247 AC. TOTAL 8.697 AC. LENGTH OF RECORDED STREETS 60 FOOT RIGHT-OF-WAY 1656 LINEAL FEET t 50 FOOT RIGHT-OF-WAY 867 LINEAL FEET t SE1/4 NE1/4 SEC.29 T-1-N, R-13-W DOUGUS I & SHEREE METER CORNER 1 9F SIN/ Row 58723'00"E 401.38' T-1-N, R-13-W BOUNDARY COORDINATES PT. NORTH. EAST. 1 130300.3995 1185586.9683 4 130779.0603 1186250.0572 5 130825.3978 1186316.1187 6 130839.2977 1186340.5785 7 130888.2061 1186310.0437 8 130907.6532 1186246.6225 9 130936.1959 1186191.3033 10 131118.0148 1185954.6676 11 131170.5658 1185906.9966 12 131283.5157 1185836.5230 13 131320.6410 1185810.1778 14 131389.9631 1185754.5214 15 131508.1594 1185897.9525 16 131437.7274 1185953.9496 17 131366.3796 1186009.0347 18 131294.9732 1186055.3836 19 131227.2772 1186100.0295 20 131165.4155 1186154.9987 21 131119.3720 1186227.4054 22 131083.8667 1186294.1078 23 131066.2869 1186375.1759 24 131097.9992 1186482.8292 25 131052.9595 1186558.2609 26 130951.9059 1186529.2698 27 130938.3683 1186527.7676 `Qr- t oug nrnei` ry,Sn MAL PLAT REMNA LAKEALOCK2 1 LEGAL DESCRIPTION LOM 14*10 � t SIENNA LAKE �. /s 1�0 4o00 npna SI BLOCK 2, LOTS 1-10 AND COMMUNITY CENTER $ A PARCEL OF LAND LYING IN THE NW 114 OF THE G'ElV%LCA ' r �i 1 _ , • �p: SE 1A IN THE SW 114 OF THE NE 114 AND IN THE NE 114 OF THE SE 114 OF SEC77ON 29; - li Sp ALL OF TOWNSHIP 1 NORTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS; BEING MORE PARTICULARLY 4- - DESCRIBED AS FOLLOWS: �@ BEGINNING AT A POINT 1666.39 FEET NORTH AND 291.61 L FEET EAST OF A 1" FOUND PIPE, AT THE SOUTHWEST CORNER OF THE SOUTHEAST 114 OF SAID SECTION 29, ARKANSAS STATE PLANE COORDINATES NORTH ZONE-NAD83 UE'I OPAEVF r OF NORTH 128634.005 FEET AND EAST 1185295.354 FEET,AAQ 16 F THENCE, N 5928'46" E FOR 160.39 FEET, THENCE, 56.26 FEET ALONG THE ARC OF A 245.00 FOOT RADIUS CURVE TO THE LEFT, SAID ARC HAVING A CHORD OF _ P N 52 54'03" E FOR 56.14 FEET Q THENCE, N 46'19 20" E FOR 109.34 FEET,• THENCE, 84.63 FEET ALONG THE ARC OF A ;�� p '� ' �,_ ROK•. 305.00 FOOT RADIUS CURVE TO THE RIGHT, SAID ARC HAVING A CHORD OF - � - ��- �= j41 N 54'16'15" E FOR 84.35 FEET; THENCE, N 62"13'12" E FOR 129.50 FEET, �, ' - ll- shy 7 J THENCE, 54.33 FEET ALONG THE ARC OF A ' JiI 245.00 FOOT RADIUS CURVE TO THE LEFT ;+ + it +•,. SAID ARC HAVING A CHORD OF 7a�Cem; it jl �8 3��' 1 ' �'��,# N 55 52'03" E FOR 54.22 FEET, 1F �Y• • • l L ROC THENCE, N 49'30'52" E FOR 227.65 FEET, • Subs[$ THENCE, 80.81 FEET ALONG THE ARC OF A 425.70 FOOT RADIUS CURVE TO THE RIGHT, ;��' �' + - ° SAID ARC HAVING A CHORD OF "• y,ag� .. 5 TNT �r ,� - , "' .... C, N 545T11" E FOR 80.69 FEET; u - • _> rner soy "„_ � _-:--� ; -.�� -,�6 � „ii _ u THENCE, N 60723/�'29" E FOR 28.13 FEET, THENCE, 40.95 FEET ALONG THE ARC OF A ■ 20.00 FOOT RADIUS CURVE TO THE LEFT, SAID ARC HAVING A CHORD OF R-RIGHT OF WAY CURVE, CURVE TABLE C-CENTERLINE EVE N 01'4355" E FOR 34.16 FEET,' N0. DELTA CHORD BEARING RADIUS ARC THENCE, 34.96 FEET ALONG THE ARC OF A NO. DELTA CHORD BEARING RADIUS ARC TANGENT 125.00 FOOT RADIUS CURVE TO THE LEFT, RI 9402'Ol" N69°54'30"E-80.64' 512.00' 80.72' C1 20630'06" N42612'44"W-62.05' 174.35' 62.39, 31.53' C\\ SAID ARC HAVING A CHORD OF 28 R2 10652'37" N59°57'11"E-80.69' 425.70' 80.81' C2 6'47'54" N35°21'38"N-48.49' 408.89' 48.52' 24.29' N 64 '56'24" W FOR 34.85 FEET,1.0652137Nw, A4 S59w57, 11w W-69.32 365.70 69.42 C3 20e29, 22w N62 42, 28w W-53.36 150.00 53.69 27.11 THENCE, N 7257'10" W FOR 66.34 FEET, • R5 49'25109" S85'06'04"W-377.89' 452.00' 389.86' C4 39°92'58" N53"05'90"N-101.91' 150.00' 103.98' 54.18' THENCE, 62.58 FEET ALONG THE ARC OF A R7 16'01131" N64656'24"W-34.85' 125.00' 34.96' CS 49°25'09" N85'06'04'E-402.97' 982.00' 915.74' 221.79' 175.00 FOOT RADIUS CURVE TO THE RIGHT, R8 29602'13" S58'26'03"E-87.74' 175.00' 88.69' C6 10°52137" N54"57'11"E-75.01' 395.70' 75.12' 37.67' SAID ARC HAVING A CHORD OF s , w o w _ e w e w _ , vy�Avv°v d R9 20 29 22 N62 92 28 W 49.96 125.00 94.70 C8 4 15 26 S68 03 90 E 195.37 1957.00 195.41 72.79' y\ \ o N 62'4228" W FOR 62.25 FEET, RIO 2029122" N62°42'28"W-62.25' 175.00, 62.58' C9 13'09'26" N52°54'03"E-63.01' 275.00' 63.15' 31.72' Ln THENCE, N 52 2747" W FOR 298.42 FEET, • R15 6'47'54" S35e21'38"E-51.45' 433.89' 51.48' CIO 15'53'50" N59616'16"E-76.06' 275.00' 76.30' 38.40' \ \ THENCE, 71.33 FEET ALONG THE ARC OF A R16 6'47154" N35621'38"W-45.52' 383.89' 45.55' C11 12'92'19" N55452103"E-60.86' 275.00' 60.98' 30.62' 199.35 FOOT RADIUS CURVE TO THE RIGHT, ' . SAID ARC HAVING A CHORD OF �7 20w30�06" " N92e12 9416' 149.35' 53.94' \� �\ ro R18 20 30 06 N42 12 94wW-53W-70.95' 199.35' 71.33' py� vvA N N 42'12'44" W FOR 70.95 FEET; R20 4015126" S68'O3'90"E-147.6O' 1987.00' 147.64' THENCE, N 3157'42" W FOR 133.13 FEET " " w ' R21 9 15 26 N68 03 90 W-19316' 192. 0' 40.95' \ \\� THENCE, 45.55 FEET ALONG THE ARC OF A R$2 117'19'08" NO1°93'S5"E-39.16' 20.00' 40.95' 383.89 FOOT RADIUS CURVE TO THE LEFT, R23 13'09'26" N52'54'03"E-56.14' 245.00' 56.26' \ 1 SAID ARC HAVING A CHORD OF R24 13'09126" S52'54103"N-69.89' 305.00' 70.04' N 35 21'38" W FOR 45.52 FEET,, R25 15'53'50" N54°16'16"E-84.35' 305.00' 84.63' a� THENCE, N 38'45'35" W FOR 88.90 FEET,• R26 15'53'50" N54'16116"E-67.76' 245.00' 67.98' \\ THENCE, N 50'30'34" E FOR 185.86 FEET, • R27 12'42'19" N55052'O3"E-54.22' 245.00' 54.33' AA)\ THENCE, S 38'29'11" E FOR 89.98 FEET, • R28 12'92'19" S55°52'03"N-67.49' 305.00' 67.63' oyo a \ THENCE, S 37'40'14" E FOR 90.14 FEET, R29 17°08'09" N77°59'35"E-152.56' 512.00' 153.13' hry THENCE, S 32'59'13" E FOR 85.13 FEET,• R30 23'19'58" S81'48'51"E-206.39' 512.00' 207.76' \\ \� THENCE, S 3324'18" E FOR 81.09 FEET,• pQOj THENCE, S 41'3725" E FOR 82.76 FEET, THENCE, S 57'3252" E FOR 85.81 FEET,• THENCE, S 6158'26" E FOR 75.56 FEET,• CERTIFICATE OF OWNER THENCE, S 77'45'53" E FOR 82.95 FEET,• \ THENCE, N 7335'10" E FOR 112.23 FEET,• WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THE WE HAVE �\ THENCE, S 59'09'32" E FOR 87.86 FEET,• LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT AND SUBDIVIDE SAID REAL ESTATE W ACCORDANCE THENCE, S 16'00'27" W FOR 105.13 FEET,WITH THIS PLAT. THENCE, S 0619'56" W FOR 13.62 FEET,• THENCE, 153.13 FEET ALONG THE ARC OF A 512.00 FOOT RADIUS CURVE TO THE RIGHT, SAID ARC HAVING A CHORD OF N 77'5935" E FOR 152.56 FEET,, THENCE, N 00 00'00" E FOR 25.12 FEET,• THENCE, N 48'04'42" E FOR 40.50 FEET,• THENCE N 04'49'06" E FOR 72 15 FEET - SIGNED, DATE OF EXECUTION NAME, ADDRESS:903 N. 47TH STREET-ROGERS, AR.72756 SOURCE OF TITLE., INSTRUMENT NO. 2004052513 THENCE, N 27'22'47" W FOR 60.94 FEET; THENCE, S 84'00'35" W FOR 37.30 FEET; CERTIFICATE OF FINAL APPROVAL THENCE, N 05'14'14" W FOR 60.28 FEET,• THENCE, S 8723'00" E FOR 50.23 FEET TO A 1" FOUND PIPE AT THE NORTHWEST PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE COND177ONS OF APPROVAL HAVING CORNER OF THE NE114 SE114 OF SECTION 29, BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY TOWNSHIP 1 NORTH, RANGE 13 WEST,- OF SAID RULES AND REGULATIONS. THENCE, S 87'23'00" E FOR 401.38 FEET,• THENCE, S 00'46'17" W FOR 218.57 FEET, THENCE, S 2433'10" W FOR 99.92 FEET,• DATE THENCE, S 24'04'03" W FOR 60.00 FEET,• THENCE, 143.16 FEET ALONG THE ARC OF A SIGNED, 1927.00 FOOT RADIUS CURVE TO THE LEFT, SAID ARC HAVING A CHORD OF N 68'03'40" W FOR 143.14 FEET, THENCE, N 70'11'22" W FOR 33.06 FEET,• DATE OF EXECUTION NAME, THENCE, 389.86 FEET ALONG THE ARC OF A L.R. PLANNING COMMISSION 452.00 FOOT RADIUS CURVE TO THE LEFT, SAID ARC HAVING A CHORD of CERTIFICATE OF ENGINEERING ACCURACY S 85'06'04" W FOR 377.89 FEET,• THENCE, S 60 2329" W FOR 159.44 FEET,• THENCE, 69.42 FEET ALONG THE ARC OF A 11 _,HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND 365.70 FOOT RADIUS CURVE TO THE LEFT, THAT ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. SAID ARC HAVING A CHORD OF S 5457'11" W FOR 69.32 FEET; THENCE, S 4930'52" W FOR 349.74 FEET,• 30 130874.3761 1187049.2372 SIGNED, THENCE, S 83'44'04" E FOR 26.68 FEET,• 31 130819.5922 1187024.7684 THENCE, S 5928'46" W FOR 501.59 FEET,• 32 130873.0737 1186891.9905 THENCE N 3031'14" W FOR 60.00 FEET 33 130884.2773 1186860.8891 TO THE POIN r OF BEGINNING, CONTAINING NAME, REGISTERED ENGINEER 34 130852.0058 1186484.3811 DATE OF EXECUTION 8.720 ACRES, MORE OR LESS. 35 130773.2325 1186345.7629 r � NO.------- ARKANSAS 36 130733.4260 1186289.0124 SOW,,,r t10-G 11 37 130503.4426 1186049.5321 1 \y CA1t`�r 38 130248.7126 1185617.439 K�Z� l � TO �� 39 130248.7126 1185617.4390 40 130381.8513 118572 .133 P�e�"P'\ pt't �lalOs CERTIFICATE OF SURVEYING ACCURACY 95 130381.8513 1185725.1333 l 96 130415.7131 1185769.9082 97 13054 ,4810 1185917.4635 11_______ HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE 98 130540.4810 1185917.4635 �" r•-. �� OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL 99 130600.8384 1186032.0386 Q SURVEYING REQUIREMENTS OF THE STATE OF ARKANSAS AND CITY OF LITTLE ROCK SUBDIVISION RULES AND REGULATIONS 100 130631.2600 1186076.9161 / HAVE BEEN COMPLIED WITH AND FILED FOR RECORD AS REQUIRED. 120 130970.1053 1186676.9883 v y�pS 121 130995.2253 1186676.9883 7 3 bb' NAME 122 131022.2832 1186707.1219 / / K REGISTERED PROFESSIONAL 123 131094.1829 1186713.1825 LANDSURVEYOR 124 131148.2945 1186685.1581 125 131144.4016 1186648.0585 NOTE: 112" REBAR WITH CAP ARE SET AT ALL LOT NO. 1203 126 131204.4328 1186642.5560 CORNERS, CURVE PCS AND PVS. DATE OF EXECUTION ARKANSAS 127 131202.1393 1186692.7385 128 131183.8143 1187093.6986 ISTE FINAL PLAT SCALE: 1" = 100' 129 130965.2592 1187090.7563 4�G $�+ PAGIS to be located OF SIENNA LAKE SUBDIVISION DRAWN: WRS DATE: 3/08 N0. 1203 PAGIS to be located ;� : �b _PA iCHECKED: DATE: SCALE. 1 "=100 FEET �1 `,'0 �°"°g � ;° BLOCK 2, LOTSC 1-10 APPROVED: DATE: `=`1s' R. �" AND COMMUNITY CENTER FILE NO: O BASIS OF B� RING 200 j071 gL "'LA� ARKANSAS STATE PLANE COORDINATES NORREFERENCETP.A.G.IZOESNMONUMENTS SHEET r`irnn ii rr (2067, 2068, AND 2056.) J1Lllll L�L ERROR OF CLOSURE 1:884333 OF I COUNTY. ARKANSAS I DWG. No: P(wmd Bye COOPER 903 NORTH 47TH STREET NO: FINED ROGERS, ARKANSAS 7275 �ii1u'wm Twirriip (800) 848-6401