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HomeMy WebLinkAboutS-1484-B Map 3TI g3� I 74'05'56" I R 39473I8 { R 802 15' L -. 329 25`.. -•`"�� L 19'l39' --"` I CH S69"1 " 02"�W-^ CH N83'43'58' W LC LC =- 196.89'- CENTERLINE 5\ Re`,ar Cfnd_�,�__� `{.XiSThNG 1CAN1S ROAD f " ) / C;0 I J" Rebor (fnd) I NJ Comer Section 11 TiN, R13W _ _SBBV3'350E 420.44' SBSV3'35'E 300.44' PH. P. I �I 3 Section 11 TiN, R1319 U.13. LOT 76 N8_752'46"1 LOT 77 N_87-52'46"1 _- 120, 00T_ PAGIS MON. 204-0-0354 LOT 78 -_- ��}8x54 E'A00 \LQ NA cot LOT 79 LOT 80 12(5-0d LOT 81, LOT 82 C LOT 83 LOT 84 I == 39`2T31" R = 219.09.1--` L CH == N69'04'45"E /� L C; 147, 9 ,f �v / y N88-48'31"Er Rebor Y,/cap 1438 CERTIFCATV OF FINAL SURVEYING ACCURACY I, Brian A. Tinnel, hereby certify that this plat correctly represents a boundary sarvey made or veGgffl ¢> rrjez+' I,, CERTIFICATE OF OWNER all monuments required actually exist and are correctly shown hereon and th t all surveying resq?r.0ftlbnf8 the Little Rock Subdivision Rules and Regulations have Ben compli h. % We, the undersigned, owners of the real estate shown and described herein, do have laid do hereby lay hereby certif/ that we p off, platted and subdivided, and off, plat and subdivide said real est lte in SIDE YARD SET BACK IS 5', REAR YARD SETBACK 20'. Date of execution n A. Tinnel Registered Professio �•y`� accordance with this plat. -�_ SOURCE OF-Tffff KANIS VILLAGE LU Surveyor No. 143B, rkonsas / ` L y / / (Signed, ellr H e y ((1)6e NAME AND ADDRESS OF LAND OWNER: KANIS VILLAGE LLC CERTIFICATE OF FINAL ENGINEERING ACCURACY 46z �t4 ii �r 4 Date of Execution Name 205 WELLINGTON WOODS LOOP Address LITTLE ROCK, AR. 72211 1 y I, David Garval, hereby certify that this plat correctly represents a plan m e b•hhm'e, �ar��hat ffTp,"y,Tc t , engineering requirements of the Little Rock Subdivision Rule and Regulati s haxeFig+edt\ NAME AND ADDRESS OF SUBDIVDER: KANIS VILLAGE LLC 0 : .. Date of execution David Garval Registered Engineer rA No. 10636, Arkansas 4 C14 CERTIFICATE OF FINAL APPROVAL ��` +',; „1-,y�IFN Pursuant to the Little Rock Subdivision Rules and Regulations, and all of the conditions of approval having { s been completed, this document is hereby accepted. This certificate is hereby executed under the authority of said rules and regulations. of jt f // l I Ll � C lc Si _..� _� -�-, Date of Execution Little Rock Planning Commission jj / CERTIFICATE OF RECORDING + + \plq aulllgrryrq I ,, This document, number r tab ©%3 /q�`\tt�E.� / of ,record %` 7 /- 20_n�, mi In plat book, page _ZI /'A*o { EASEMENT Q � rJ0 0 Signed, , �T&T ti�'j/'t'o 1, �..'7 .l,EJ'•. _,:.•QI: o i,'j� x7 TH P \ ` EMEN b ,1` by p _ RA1 �'8fill�t,fiw ije,4lli)t 'lerk p b( / 2 Clrcut Clerk „ " y " (" in S88 3'35"E 7 74 " R or w ca 1438 set p� - ( ) T48'29"E .18' 10'I .00 1. I I 1 I I 1 . f• / SEMENT q, L I. I- 4 4 I. 1- 4 L 4 F 4 I. p/ GREEN / j IM 10 I� to Ilp IyN. IN I� IM Irn la Im III to �ft1 I I rn SPA* y�yrl;%:�.1j1/ LOT T 1,_ LOT 2 1': WT 3 1p LOT 4 Ip LOT 5 Id LOT 6 Id LOT 7 Ici LOT 8 16 LOT 9 1� LOT 10 1,j LOT 11 1 LOT 12 1� LOT 13 1� LOT 14 h LOT 15 �-�� / O//r �3/i8ii IN IN IN IN IN IN IN I- i^ i- I� I� I� I^ o;^ LOT 16� II if 25T1 BUILlSIPrG S�I�CK I I I I I I jI 1 Q� 65_00' 1 65.00' 1 6f,00' i 65.00' I 65.00' 65.00' 1 65.00' 1 65_00' 65.00' 1 65.00' �_65.00' 65.00' 65_00' 65.00' &65.00' 72.75' -- _- i9EwT-==OF__-- -T,L � _= s' --w == -$_ =5 - _�-T-_- t-r _ -4 - r r- r -L-o �- -�- ! SSS r T __-_ T �H;1 7, r 145.97 1 65.�0 1 65.00 1 85.00 6 YIN 8A6K 1 �65.00 J1C 65,00 1 65.00 1 65.00 I 65.00 1 65.00 I 65.00 1 65.00 1 d3.58 tf I ___1-__I_ 25_IBUILDING S TBACK J-_J__-J---i _ -- - -- 1 - I,w I I I t I I 1 204 0355 1 I IW DRAINAGE i rN I I 1 I I 1 I 1 I 1 1 1`N---r-.h7"I I I 0 c' 0 0 0 0 8 o 0 0 0 0 0 0 / \ \ OLN 'CI oI 01 01 01 SI 01 01 OI 01 OI 01 rnIN EASEMENT /+ \ \\\\\ -LOT 31 NI� LOT 30 CI LOT 29 NI LOT 28 NI LOT 27 NI LOT 26 NI LOT 25 NI LOT 24 NI LOT 23 NI LOT 22 6Nl LOT 21 dI LOT 20 NI LOT 19 �I LOT 18 �IW LOT 17 / Ir a\a\f \\\\ EASEMENTE iZ i i i i ~~\ �i i i i- i i zz.ao'Iz to \ \100.9T 1 5.0 1 fi .0 65.0 1 65.0 1 �5. 1 65. 1 65.0 I 65.0 1 65.0 1 65.00' 1 65.0 1 5.00' I A4��2_60J_ 85.00 1 i __. _ T� ___ -q T ,p�__T ��,./p T p�. - '--1-•�-_ ,1 _ W "''_.../ Ie \ \'\ �148.38 00 .00 .00 45.00 00 ZS5 0D _-._ `6"5.Do 85.00 1 75. 0 75.0 12T60 I•' ION \\\ \\ \1 1 I I I I �''� I 1 ( 1 t F N88'19'11 1 I I 1 d\\•\ `\ 13 I_ I 1 1 I I I I 1 0l^ LOT 48 1 I 1 O� v\ `okNv oI oI of �I 1 1 I I ror al In OLi LOT 33 �!, \ \LOT 34 T y\�1 3 .al ,o col 11 1 \ •fro _OT 35 H OT 36 •1 L 37 61 LOT 38 •1 39 h "fl 1 \ \� pa, o o N NT wj\607-40- .1 4 rnl o N88'19'11"WI ..I I R'� \ \ . • . ,NI1. NI NI NI NI N m LO :-I -- 1 __- r_ -Uz, �I �I I ^I �I nI �I LOT 42 L� NJ I 721.41 r-I : ;� -,,7 r _r--r- r- r- _ I I ^I• LOT43 1 1 Nro 1 i ' .60' 1 65.00_ I 60.04' 1 C30 1 !�p n; -� I I ^lo vol LOT 4a 31 LOT 45 ml^ LOT 47 r(! i ' !' �t L$ET3n r�! I IN rn� P1 ;v/vi I 011.,'_� _ _�� I _ Q27 I 13'69' 1 O^I n� I _N88'19'7 rW 8 ' r �t....�*- d•q== - =1 ,�g 89 T'Q'$5oo ; 0rJ1 1 lid 0 98.42 0s0 1 C49x ^R 4T' 48 -.�• 68 r I L0r 46 I ,N11 ,f N 1"""- y - -, I I 1 r - - -'bI--' -: �\�•; `� - 8m= IN- _ _ -{- I -C4_7 L-48�I NO2'7O.04 !12)) a LOT 74 110' DRAINAGEL I it ?I, N AIM •nI ;\. ;q�) EASEMENT \ :� rnFo mI 1 ®••� 1 S �_ C30 �•� _ _- __ 1 _�18T54bi"W �1\ LOT 71 o LOT 70 = I' NI I I I Q4535 ^'C�c�„ -� C31 28_210 01 1:Li7 114.99 1\\ '61Iz LOT 68 NI 1 I '� �L, 837��0 ,y�, - 'M y. 1 n O 1 • OFN LOT 73 M,* LOT 72 , \\ I \Z 1 7 ^I �I LO7 67 ^I I I 1 �C4 ", 011 001 O LOT 75 OIN NI r{ \\\ O L9 L8 I al 1 \1 4 `\� <s fo I �. 92'' 1 LOT 66 a I I I" - I _ vwi 11 �r - GI \\ \\ " <S i 1 ml LOT ss j1 1 1 �1n LOT 60 -. .,. FT 1 1 .I \\\\\\\ a' I 1 �I NI LOT 6401 all aln I nl l _z W 49.35' I \\` �' �4 1 �I cil LOT 63 u?I w1 ^ 3 CD A • !:) \ l\ N O C3 I I I ^I �I LOT 62 .11�� 10&09, � 9 4 .W LAKE 1 1 '-I .-I 23P--------0-0 87"54•'Oi' 241.01' I 1 I IIt m 50.41' %\ \ N8218' ' 8 1 I I 1 v o LOT 61 I of "W 295.9Y mlI 7 1 I 1 \ ' \ '9 '0. N7 Sr23"w i. 3 A4 �,p�s;���•j-J`7r. 1j$?6' N8754'01'W 542.77 G O OI >s •. �\ LOT DATA PHASE 1 LOT # SO. FT ACRES LOT # SQ. FT ACRES LOT # SQ. FT .ACRES LOT # SQ. FT ACRES 1 7895 0.18 22 7800 0.18 44 15591 0.38' . 65 12684 0.29 2 7883 0.18 23 7800 0.18 45 16438 0.38' 66 12687 0.29 3 7870 0.18 24 7800 0.18 46 10901 0.25 67 11066 0.25 4 7858 0.18 25 7800 018 47 9060 0.2T 68 9698 0.22 5 7846 0.18 26 7800 0.18 48 9301 0.21 69 7868 0.18 6 7833 0.18 27 7800 0.18 49 9753 0.22 70 12928 0.30 7 7821 0.18 28 17800 0.18 50 11426 0.26 71 18430 0,42 8 7805 0.18 29 17800 0.18 51 11720 0.27 72 _ 12864 0.30 9 7775 0.18 30 7800 0.18 ff 10883 0.25 73 12840_ 0.29 10 7744 D.18 31 16299 0.37 53 9736 0.22 74 8797 0.20 11 7713 0.18 33 16625 0.38 54, 9647 0.22 7`' 8049 0.18 12 7682 0.18 34 13530 0.31 55 9411 0.22.' ` 76 ' 8096 0.19 13 7652 0.18 35 7800 0.18 56 11198 0,26 ' 77 7800 0.18 14 7621 0.17 36 7800 0.18 57 12359 0.28 78 9369 0.22 15 7590 0.17 37 7800 0.18 58 12357 0.28 7C 8400 0.19 16 12307 0.28 38 7856 0.18 59 12354 0.28 80 7800 0.18 17 11797 0.27 39 8146 0.19 60 7817 0.18 81 7665 0.18 18 7798 0,18 40 8709 0.20 61 7014 0.16 • 82 7082 0.16 19 7800 0.18 41 9553 0.22 62 9500 .22• 8..3 7800 0.18 20 7800 0.18 142 110687 0.25 63 10520 0.24 81 7800 0.18 21 17800 0.18 143 114001 10.32 64 - 11857 0.27 CENTERLINE CURVE DATA PHASE i NUMBER DELTA RADIUS ARC LENGTH CHORD BEARING_ CHORD DIST. Cl 92'35'05" 275.00 444.38 N15'37'49"E •. 397.58 C8 29'51'00" 150.00 78.15 N13'09'08"W 77.27 C9 18-03'28" 1000.00 315.17 S79-11'54"E 187_ - C10 17-22'53" 500.00 151.68 N78'51'37"W 15110 _ Cit 14-06'22" 997.50 245.58 S09I09'10"W 2.44,9C AT&T EASEMENT COMMENCING AT A FOUND 1/2" REBAR BEING THE CENTER NORTH 1/i6 CORNER, OF SECTION 11 T-1-N, R-13-W; THENCE ALONG THE NORTH LINE OF THE S.W.Y4 OF THE N.E,Y4 S88'03'35"E 519.10 TO THE POINT OF BEGINNING; THENCE S88'03'35"E 20.86 TO A POINT; THENCE S18'24'12"W 20.86 TO A POINT; THENCE N88'03'35"W 20.86 TO A POINT; THENCE N18'24'12"E 20.86 TO A POINT; TO THE POINT OF BEGINNING; CONTAINING 0.01 ACRES MORE OR LESS, f�fila5'��iiiL•�1P NUMBER DELTA RADIUS ARC LENGTH CHORD BEARING CHORD DIST. C137 23'13'24" 305.00 123,62 N20'01'46"W 122.78 C139 26'44'39" 305.00 142.37 N04'57'16"E 141.08 C140 09'26'53" 318.21 52.47 N04'27'42"W 52.41 C141 59'50'01" 66.72 69.67 N25'30'50"E 66.55 C142 4034'59" 305.00 216.03 N38'37'05"E 211.55 C144 87'51'25" 245.00 375.68 N14'29'22"E 339.94 C145 50'21'29" 38.00 33.40 S83'35'48"W 32.33 C146 56'06'38" 162.00 60.72 S80'43'14"W 58.32 C148 3753'56" 62.00 41.01 S33'42'57"W 40.27 C149 47'09'23" 38.00 31.28 S38'20'40"W 30.40 C154 106'22'15" 40.23 74.69 S60'07'37"E 64.42 C155 03'56'S9" 125.00 8.62 N00'12'08"W 8.61 LOT 49 '1 l� I ,p LOT 50 r `tom_ N7454,; lF �� llo l 5.1E n /t LOT 51 i l 1'74.6p �I / LOT 52 -1--N7454;38" I �1a;_W LOT 53 U LAKE LOT 54 • --{- N78 56'02'W t� LOl 55 ^ 1I RAJNAGE 1 EASEMENT -- 42'13'rW 138.62' Cog 50 LOT 56 LOT 57 I-----190,13 LOT 58 I I 190.09 LOT 59 Iil Ill I;I ICI II I�l 10' SANITARY SEWER ESAEMENT �`l lid III I� II Iil lIl 10' SANITARY_ SEWER ESAEMENT I I I I Il I� SURVEYOR'S NOTES: HORIZONTAL COORDINATES, BEARINGS, AND ELEVATIONS FOR THIS PROJECT ARE BASED ON PAGIS MONUMENT 2040. FIELD WORK FOR THIS SURVEY WAS COMPLETED APRIL, 2005. FLOOD INFORMATION: NO PORTION OF THIS PROPERTY IS WITHIN THE BOUNDARIES OF A 100 YEAR FLOOD ACCORDING TO A FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) FOR CITY OF LITTLE ROCK, ARKANSAS, PULASKI COUNTY. COMMUNITY PANEL NUMBER 050181 0101 F. DATED OCTOBER 19. 2001. NO STATEMENT IS MADE AS TO THE EXISTENCE, CORRECTNESS, OR LOCATION, EXCEPT WHERE SHOWN, OF ANY PROPERTY CORNER MONUMENT. ALL EASEMENTS KNOWN TO McCLELLAND CONSULTING ENGINEERS AT THE TIME OF THE SURVEY ARE SHOWN ON THE DRAWING. TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS, AND PLANNING AND ZONING REGULATIONS OF RECORD. PAGIS DATA Node ID jNorthin Easting JElevation Descri,,tion 701 1147572.7415 11202227.5863 1363.19 PAGIS 2040-0354 702 1147552.9057 11202916.2408 1398.68 PAGIS 2040-0355 LOT CURVE DATA PHASE 1 NUMBER DELTA RADIUS ARC LENGTH CHORD BEARING CHORD DIST. C17 90100'00" 25.00 39,27 N43'13'38"W 3536 C18 75'34'01" 25.00 32.97 S53159'21"W 3063 C19 104'25'59" 25.00 45.57 N36'00'39"W 3952 C20 53'47'44" 25.00 23.47 N64'52'30"E 2262 C21 36'12'16" 25.00 15.80 N19'52'30"E 15,54 C22 90*00,00" 125.00 39.27 N43'13'38"W 3536 C23 00'16'41" 1022.50 4.96 N88'05'18"W 4.S6 C24 03'38'43" 1022.50 65.05 S86'07'35"E 6504 C25 03'39'41" 1022.50 65.34 N82'28'23"W 65.33 C26 03'41'34" 1022.50 65.90 N78-47'46"W 65.89 C27 03'44'28" 1022.50 66.76 N75-04'45"W 66,75 C28 03'02'00" 1024.49 54.24 S71'41'21"E 54.23 C29 00'24'51" 477.50 3.45 N70'22'36"W 3./5 Cm 08"7'28"_ ,477.50 74.65 S75*03'45"E 7 •8 _ C31 08'00'34" 477.50 66.75 i _ IN83-32'46"W 6t n C32 03'50'22" 1022.50 68.52 N05'44'11"E 68 61 C33 88'37'57" 25.DO 38.67 S48'07'58"W 3453 C34 04'14'45" 1022.50 75.77 N09'46'45"E 75 76 C35 04'18'13" 1022.50 76.80 N14'03'14"E _ 7678 C36 00'59'11" 972.50 16.74 N15'42'45"E 16.74 C37 03'51'50" 972.50 65.58 S13'17'14"W 6557 C38 04'20'27" 972.52 73.68 N09'11'06"E 7366 C39 03'48'58" 972.52 64.77 N05'06'24"E 6476 C40 01'05'56" 972.50 18.65 NO2'38'57"E 1835 C41 89'39'02" 25.00 39.12 S42'43'32"E 35,25 C42 06'01'04" 522.50 54.88 N84-32'31"W 5435 C43 07-14'59" 522.50 66.11 N77'54'30"W 6607 C44 04'06'50" 522.50 37.52 S72'13'35"E 3751 C45 00-42'11" 977.50 11.99 S70'31'16"E 1179 C46 04'23'33" 879.56 67.43 N72'50'55"W 67.11 C47 03'50'40" 988.58 66.33 N76'46'08"W 6632 C48 03'50'40" 977.50 65.59 N80'38'06"W 6557 C49 03'49'08" 977.50 65.15 N84'28'00"W 6514 C50 01'51'04" 977.50 31.58 N87'18'06"W 31.58 C51 90*00,00" 25.00 39.27 N46'46'22"E 3536 C52 38'02'51" 38.00 25.23 N20'47'47"E 2477 C53 11'28'13" 42.00 8.41 N34'05'06"E 8.1'9 C54 64'37129" 42.00 47.37 S03'57'45"E 4490 C55 33-28158" 138.00 22.21 N19'32'00"W 21.89 C56 04'33'53" 38.00 3.03 N00'30'35"Wf 3.(3 LAKE 2 PHASE 1 BEARING DATA NUMBER DIRECTION DISTANCE L42 S36'44'32"W 31.66' L43 S36'44'32"W 7.11' L44 S26'32'01"W 59.58' L45 S28'42'30"W 60.56' L46 S12*13'51 "W 63.47' L47 S20-42'36"W 58.10' L48 S69'43'28" E 50.64' LAKE 1 PHASE 1 BEARING DATA NUMBER DIRECTION DISTANCE Lt N23'42'25"W 30.47' L2 N71'34'03"W 2.38' L3 N71'34'03"W 37.78' L4 N60'17'55"W 32.60' L5 N60'39'42"W 73.32' L6 N58-53'28"W 63.16' L7 S83'49'47"W 10.04' L8 S83'49'47"W 48.01' L9 N85'00'28"W 22,01' LIO S44'34'46"W 21.92' 1_11 S4434'46"W 21.92' L12 S15'21'30"E 51.97' PHASE I COORDINATE BOUNDARY DATA ID # Northing Eastin 1 1147736.0362 1202058.1660 2 147711.4657 1202783.4946 3 147680.7450 1203586.0861 4 147 486.6673 1203587.4211 5 147215, 2495 1203522.0349 6 146 976.8557 1203513.1317 7 146996.7411 1202970.7247 8 147029.4247 1202857.0710 9 147069.0742 1202563.7698 10 147077.9039 1202322.9254 11 1147127.2300 1202324.4520 12 147131,4430 1202209,5358 13 147126.5528 1202159.3665 14 1147130.9493 1202039.4391 205 WELLINGTON ',HOODS LOOP LITTLE ROCK, AR. 72211 ERROR OF CLOSURE: THIS SURVEY MEETS THE STATE OF ARKANSAS MINIMUM STANDAR,43S FOR ERROR OF CLOSURE IN URBAN SURVEYS OF 1 PART IN 10,000. DESCRIPTION PH^SE I PART OF THE NE 1/4 OF SECTION 11, TIN, R13W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SECTION 11, TIN, R13W' A FOUND 1" PIPE, THENCE ALONG THE CENTER OF SECTION LINE NOV45'134E 1314.55 TO A FOUND 1/2' REBAR BEING THE CENTER NORTH 1/16 CORNER OF SEC. 11, TIN, R13W; THENCE S88'03'35"E 300.44 TO A SET 1/2" REBAR, THE POINT OF BEGINNING; THENCE S88'03'35"E 725.74 TO A SET 1/2" REBAR; THENCE S87'48'29"E 803.18 TO A SET 1/2' REBAR; THENCE S00'23'39"E 194.08 TO A SET 1/2" REBAR; THENCE CROSSING A LAKE S13'32'41"W 279.18 TO A SET 1/2" REBAR; THENCE S02'08'20"W 238.56 TO A SET 1/2" REBAR; THENCE N87'54'01"W 542.77 TO A SET 1/2" REBAR; THENCE N73'57'23"W 118.26 TO A SET 1/2" REBAR; THENCE CROSSING A LAKE N82'18'04"W 295.97 TO A SET 1/2" REBAR; THENCE N87'54'01"W 241.01 TO A SET 1/2" REBAR; THENCE NOI'46'22"E 49.35 TO A SET 1/2" RE8AR; THENCE N87'54'01"W 114.99 TO A SET 1/2" REBAR; THENCE S84'26'00"W 50.41 TO A SET 1/2" REBAR; THENCE N87'54'01"W 120.00 TO A SET 1/2" REBAR; THENCE N01-46'22"E 605.35 TO A SET 1/2" REBAR THE POINT OF BEGINNING; CONTAINING 23.09 ACRES MORE OR LESS. DESCRIPTION ENTRANCE DRIVE PART OF THE NE 1/4 Or SECTION 11, TIN, R13W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SECTION 11, TIN, R13W, A FOUND 1" PIPE, THENCE ALONG THE CENTER OF SECTION UNE N01'45'13"E 1314.55 TO A FOUND 1/2" REBAR BEING THE CENTER NORTH 1/16 CORNER OF SEC. 11, TIN, R13W; THENCE S88'03'35"E 420.44 TO A SET Y2" REBAR, THE POINT OF BEGINNING; THENCE N01'46'22"E 48.54 TO A POINT; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 125.00 FEET AND HAVING A CHORD BEARING AND DISTANCE OF N0o'12'08"W 8.61 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 40.23 AND HAVING A CHORD BEARING AND DISTANCE OF S60'07'37"E 64.42 FEET; THENCE N29'35'17"W 60.02 TO A POINT; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 38.00 FEET AND HAVING A CHORD BEARING AND DISTANCE OF N38'20'40"E 30.40 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 62.00 FEET AND HAVING A CHORD BEARING AND DISTANCE OF N61'46'16"E 90.69 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 38.00 FEET AND HAVING A CHORD BEARING AND DISTANCE OF N83'35'48"E 32.33 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS of 245.00 FEET AND HAVING A CHORD BEARING AND DISTANCE -OF N14'29'22"E 339.94 FEET; THENCE N40'39'00"W 16.10 TO A POINT; THENCE N49'21'00"E 60.91 TO A POINT; THENCE S40'39'00"E 16.23 TO A POINT; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 305.00 FEET AND HAVING A CHORD BEARING AND DISTANCE OF S13'38'03"W 433.40 FEET; ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 66.72 FEET AND HAVING A CHORD BEARING AND DISTANCE OF S25'30'50"W 66.55 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 318.21 FEET AND HAVING A CHORD BEARING AND DISTANCE OF $04'27'42"E 52.41 FEET; THENCE S01'46'22"W 48.69 A SET Y2" REBAR; THENCE N86'03'35"W 50.00 TO THE POINT OF BEGINNING: CONTAINING 1.05 ACRES MORE OR LESS. i GRAPHIC SOLE I 100 0 50 1C0 200 iao ( IN FEET ) t 1 inch = 100 fL LEGEND CURB LINE FOUND SURVEY BOUNDARY MARKER (TYPE AS NOTED) _-_W_-------_W-___- WATER LINE ® SET 1/2" X 24" REBAR (UNLESS OTHERWISE NOTED) - - 3`r - - - - - - - - - _ - - SANITARY SEWER LINE SS) SANITARY SEWER MANHOLE PROPERTY LINE - - - RIGHT OF NAY LINE _ - •- - BUIUNNG SETBACK LINE - - - - - - - - - - - EASEMENT LINE PHASE LINE DATE: _ / /j7 J VICINITY MAP SCALE 1"= 000't 6M1 FINAL A��� McClelland KANIS VILLAGE Consulting I SUBDIVISION, PHASE 1 Engineers KANIS VILLAGE, LLC incornorated LITTLE ROCK, ARKANSAS STATE SURVEYOR'S CODE L-ittle Rock, AN Fayetteville, ;4R APPROVED DRAWN BY DATE -SHEET NO. BA- JDM 9-14-06 rSCALE JOB 140. FIELD BOOK / 500-01N-13W-0-11-100-60-1438 900 W. Markham 1810 N.College 1_10C" LR05-5819 I IDS All 4D rs h��-� �� � AfX14 lX�� S j�!9y 8