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Home My WebLink AboutS-1484-B Map 2I 39'52'04. i = 14'0556" R = 473, f 8' R $02.15 L = 329,25'� L = 197.39' CH = S69'17'07'"Ni CH = N63-43'58"W LC _ 2.6f• _•�.LC 196.89' J..1-42 ... � CENTERLINE - A" >tI5 Rebar (fnd) r KAW`' ROAD / 11NG _. I" Rebar (ind) I Nfj{ Corner Section 11 E7e15,UttTty TiN, R13Wsn EN TI _ S88'03'35"E 420.4,V S88'03'35"E 300.44' 1 PH AS I P.O.B. I I I =: 39'2T37" e = 219.09' - 150.89' CH = r469'04'45"E LC = 147.9 ' / tic r` r N40-39'00"W \ It 16.10 \I I I - t / U / ENTRANCE E71611 ltY y 5 ll ig / J.r-IH- i! ! tirn'ri!( Np��?W 1),3 N TENT h co, �m Ut�lty Y. LOT Y. ✓Il� I LOT 3R LOT 78R < "I rl(oml PACE / 1,,0 !/ i SENENT L 7'52'46" I I� / / ^E LOT 1R I,� LOT 2R I� J"" 120.00r Z. LOT 77R I e - _ ._.00__&65.00'--J 65.00' -14.92 %P®IS TL�{1 8`TATE I�,AR I r�f AS RF,GRST PRQf�Fpg,�� Rebar /cap #1438 CERTIFICATE OF FINAL SURVEYING ACCURACY I, Brian A. Tinnel, hereby certify that this plot correctly represents a boundary s ry y made or verified by me, all monuments required actually exist and are correctly shown hereon and that all surveying requirements of the Little Rock Subdivision Rules and Regulations have n co_mplied�w th. 15 Date of execution Brian A. Tinnel Registered Professional Land Surveyor No. 1438, Arkansas CERTIFICATE OF FINAL ENGINEERING ACCURACY I, Dan Beranek, hereby certify that this plot correctly represents a plan made by me, and that the engineering requirements of the Little Rock Subdivision Rules and Re ulations have been complied with. 2Z /--7 iZ Datb of 6xecution Dan Beranek Registered Engineer No. 12713, Arkansas N G CERTIFICATE OF FINAL APPROVAL >r * * Pursuant to the Little Rock Subdivision Rules and Regulations, and all of the conditions of a 0. 12713 9 phaving 9ti 22 OV � been completed, this document is hereby accepted. This certificate is hereby executed underr the he authority r- of sold rules and regulations. . B� -#01 1 d LOT 4R Ir; LOT 5R to LOT SR LOT 78R 1-DoII I ,.F`L0:00`-Ujtj /-1 75 oI 0IEasen 01 l 0' ORAINAGEIII it \ IIP LOT 30RO1 LOT 29R"41 LOT EASEMENT OI N 0 LOT 31R NI LOT 79= one I Ism iZ Ti` UtMY �� I r \ \\ EASEMENT leemwlt r-L 110o\ \100.97' 1 120.00 1 t 10 1 �'' � \1146.38'®- to L07 BOR 1 01 I mIl, III I �Ll r-F-•,I I 1 ILOT 33 t\\LOT 3 oGn LOT 3: 20.00 1al 11 1 E7ae6emint' \i'^\ \\ Nor LOT 81RC5 \\ 7 C5 LOT 82R 1'i_Qi--'tTO r SI___ Date of Execution Little Rock Planning Commission CERTIFICATE OF RECORDING This document, number 2DO0b to 12Z filed for record Gin 20 On in plat book page�F eV 4j Signed, =z 7 � •'A" 7 rn PAT O'BRiEN, Circuit Counihy Clete; & R�do1 ��a Circut Clerk ebor w/coD 41438 (set) CA7•AA'9O•C An,<in, LOT 7R I I I I LOT 12R �E� m 4 L Ln A I'ia 1' Lo 1°Fn• IN Im la; Im Ica � I� 1� to ,6 J ICI LOT BR I- LOT 9R la; fOR 1-LOT 11R I- I -LOT 13R I -LOT 14R I�LOT 15R',�� I IN I.- I^ I^ I- �? I^ I^ I^ N n. LOT 18Rr I^ 1^ I^ I^ I^ n I� I^ I^ 01� J 65_00-4-.65.00 ' P65.0465.00'' -L -65.00' 00'- -65_00=,--_65.00'- &65.00'�_ 72.75`_'�y. -�i TT- -85.00jt-65.00'- �5.00'- 65.00T�5.00� 65.00--65.00r -83.58 -g •l--I---U--- - J---L-- L--- I - I 17A' 0 y I 20 0355 I 17.5' Ut ty Iw RAINAGE of I olEawnen of of of of olEaeemen o N N I N I I I I I I 1 I 0 0 0 0 o m• o o / p a !NI LOT 25R Ni LOT 24R Ni LOT 23R N; LOT 22R Ni LOT 21R NI LOT 20R Ni LOT 19R N' LOT 18R a;1� LOT 17R/ of - I ^I 'I ^L5.00' ^I Iz / I a { I I I I I �'� 2240'9 :81 "65.0 '' 1 65.0 p1.Oq�1 _55.00' I _65.0 ' I��42_60�_ r�45.00� `I' "85.00� � 75. 0 75.00' 12�0 /W I j 1 I j j. N8B'19'11"W/ ,l I I 1 1 1.11 j oj� LOT 48R l All I I n i _ n •I 36R 1 L 37Rp1 LOT 38R I L T 39R� �I o / tt6R�� wj LOT-40R�:1 initrl ^' LOT T C2 EToinii 00_- jC-04' _C30OIry _- .� I c LOT 27Rri1 LOT 7 yX- _89.99•-1 TiS,p-OT^" CJ _.t-B5.00.i 98.42 - - (GOUT- C49�3$ l C5 -IC'4 _ _ 48. \ P - �PL1)LQI�-ET13ACKK _ - I-L"C47� S _-- 1T9,88 1 1 o IV uggyy y, 10' UiIt C5 I < I L07 74R L aewnenl, I v\- I Eaament \ '� 7 5' UtIity o�IN I �� - m I n �{ NI \ . I °G7 Eaiemen a!N I LOT 83R I rnl 1 r•) nl r1 \ 1 EASE '� of aol 1 7.5' UGity I ^ I I _�187'54_01"W _ m1� LOT 71R Q LOT 70R TOT SBR �' I Easemen 114.99 LOT 73R ^I \ c \�\ •W \ -e �Z �•'fl LOT 6BIR NI - - - 1zD-oor-r N I LOT 75R k3 :�I LOT 7:R1Z I ^I I , 1 1 0 1 b \ o\ 7 ml LOT 67R o i68l, I old NI \� a 1 ,�o L9 LB 1 ^{ LOT 84R 164 O 7.5' Un of I I \ x�\` ` t� <S 1 INN I n EQaamantt ^I� �`U I m 1 1 11 I^ ^I ^I zl \\ v\ <S I 1146'22" r 4A.35' I \�\`E!`\ N 9 <t DO _' p1�. 65.�p11 �. _... LAKE L. o 50.41 m ' • N82't 0� W 95.97' 1 `s do. 0 I I PHASE I P.O.C. 1" Pipe Center Section 11 TiN, R13W LOT DATA PHASE i LOT # ISO. FT ACRES LOT III SQ. FT ACRES LOT III ISO. FT JACRES LOT # SQ. FT ACRES 1R 17895 0.18 22R 7800 0.18 144R 115591 10.36 65R 12684 0.29 2R 171383 0.18 23R 7800 0.18 145R 116438 10,38 (6R 12687 0.29 3R 17870 0.18 24R 7800 0.18 46R 10901 0.25 t7R 11066 0.25 4R 7553 C.18 25P 7800 ,0.18 47R 9(:50 C. C8R 9698 0.22 5R 7846 0.18 26R 7800 0.18 48R 9301 0.21 � 1-558 0.18 613 7833 0.18 27R 7800 0.18 49R 9753 0.22 7DR 12928 0.3C 713 7821 0.18 28R 7800 0.18 50R 11426 0.26 AR 18430 0.42 8R 7805 C.18 29R 7800 0.18 51R 11720 0.27 ,2R 12864 0.30 9R 7775 0.18 30R 7800 0.18 52R 10883 0.25 13R 12840 0.29 1OR 7744 0.18 31R 16299 0.37 53R 9736 0.22 74R 8797 0.20 i1R 7713 0.18 33R 16625 0.38 54R 9647 0.22 '5R 8049 0.18 12R 7682 0.18 34R 13530 0.31 55R 19411 0.22 75R 8096 0.19 13R 7652 0.18 35R 17800 0.18 56R 11198 0.26 77R 7800 0.18 14R 7621 0.17 36R 17800 0.18 57R 12359 0.28 78R 9369 0.22 15R 7590 0.17 37R 7800 0.18 58R 12357 0.28 179R 8400 0.19 15R 12307 0.28 38R 7856 0.18 59R 12354 0.28 lFOR 7800 0.18 17R 11797 0.27 39R 8146 0.19 60R 7817 0.18 81R 7665 0.18 18R 7798 0.18 40R 8709 6.20 61 R 7014 0.16 8.2R 7082 0.16 19R 7800 0.18 41R 9553 0.22 62R 9500 0.22 83R 7800 0.18 20R 7800 0.18 42R 10687 0.25 163R 10520 0.24 84R 7800 0.18 21R 17800 0.18 43R 14001 10.32 164R 11857 0.27 CFNTFRI.INF CURVE DATA PHASE 1 NUMBER DELTA RADIUS ARC LENGTH CHORD BEARING CHORE, DIST, C1 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 313.8'� CIO 17'22'53" 500.00 151.68 N78'51'37"W 151.10 C11 14'06'22" 997.50 245.58 S09'09'10"W 244.96 �l LOT 42R COL Nr WT 121.41 ITT 31 I cvro Eiii6e sn6�ty l yll t "471 LOT 44R ; it Y i ^IN LOT 43R NI 00l LOT 45R �� LOT 47R ul I 19f. { wf III 7 '1 of 1'j of _N88-19'11"W_L "I of t�� `l� 121.00r 1 I`f^ J 1 68 \ yl 7,5' inity 1 aLl I 42: I �EEaaaeeeeee�� LOT 48ft l __ N CaI 02'OS' 9"E YI 8 5 3I Y 63s* 0 _ _c3r a_z ,57 LOT 66Rgl I 17.5' UtP ty i �i!1F _ _T BO_ AEI anvil LOT 65R ml OlEawnen! i LOR 1 al lI �I C'll LOT 64R of brl �h nl o1 NI LOT 63R u?I WI 108.0913 I -I ^I NI L0T 62R. 2 I ^' �� "'L 5' utTty -}T- mL o1N Eaiee OT 6IR I 0011 11 zlLo I N733rY3.K 1T 7 I , I , I , nwin7 7� 8?8' N87"54'010W 542.77 AT&T EASEMENT COMMENCING AT A FOUND 1/2" REBAR BEING THE CENTER NORTH 1/16 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"2"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. ENTRY WAY CURVE DATA 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 40'34'59" 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" 62.00 60.72 S80'43'14"W 58.32 C148 37-53'56" 62.00 41.01 S33'42'57"W 40.27 -El49 47'0923" 38.00 31.28 S38'20'40"W 30.40 C154 106'22'15" 40.23 174.69 S60'07'37"E 64.42 E155 03-56'59" 125.00 8.62 N00'12'08"W 8.61 LOT 49R LOT 5OR y...� N7454 ! 1ll0/ l 175.1g8�W , 3 � r o, / LOT 51R ,N 7• litl0 1 ^774.gpe-w, I LOT 52R L43- o y--N7454, a rf0 I 167.428"W � v WIRY Eow 36 LOT 53R LOT h p ire I 148's� Y ' LOT 54R LOT 55R ^ R A " 1 - EASEM NT 1••--811�'4'FI IjII"�"W 138.62' <48 C E7awninitY LOT SBR o N87-54-01"W -I-C40 190.00 o LOT 57R I _ --------- ------ I 190.13 LOT 58R O Cl m LOT 59R 1i1 lit ICI 1l 1i1 10' ANITARY PSEWER ESAEMENT 1 ll III 111 I I� II I;I 111 10' ANITARY 1 SEWER ESAEMENT 1 1 �l 11 Il 11 Little Rock Waste Water Easement LAKE CERTIFICATE OF OWNER SURVEYOR'S NOTES: We, the undersigned, hove laid off, platted owners of the real estate shown and described herein, do hereby certify that we and subdivided, and do hereby lay off, in HORIZONTAL COORDINATES, BEARINGS, AND ELEVATIONS FOR THIS PROJECT ARE BASED accordance with this plat and subdivide said real estate plat. ON PAGIS MONUMENT 2040. FIELD WORK FOR THIS SURVEY WAS COMPLETED APRIL, 2005. Source of Title FLOOD INFORMATION: NO PORTION OF THIS PROPERTY IS WITHIN THE BOUNDARIES OF A KV Homebullders, LLC, 100 YEAR FLOOD ACCORDING TO A FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD GlenA E. Borkowski Manager g INSURANCE RATE MAP (FIRM) FOR CITY OF LITTLE ROCK, ARKANSAS, PULASKI COUNTY. Ina nt s - 2 06085615,2006085613,2006085609,2006085607,2006085511 COMMUNITY PANEL NUMBER 050181 0101 F. DATED OCTOB R 1 001. w' (-w-ZOO Glen E. Borkowski, Manager Date NO STATEMENT IS MADE AS TO THE EXISTENCE, CORRECTNESS, OR LOCATION, EXCEPT WHERE SI10 WN, OF ANY PROPERTY CORNER MONUMENT. Barn Hollow and Assoc, LLC, ALL EASEMENTS KNOWN TO McCLELLAND CONSULTING ENGINEERS AT THE TIME OF THE SURVEY ARE David Bounds, Member SHOWN ON THE DRAWING. Instrument fa. - 2006080116 6080118,2006081319 TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS, R 9 _' /9-O 7 AND PLANNING AND ZONING REGULATIONS OF RECORD. David Bounds, Member Date SIDE YARD SET BACK IS 5', REAR YARD SETBACK 20'. Ed Weeks Construction, L.L.C., ERROR OF CLOSURE: THIS SURVEY MEETS THE STATE OF ARKANSAS MINIMUM STANDARDS FOR ERROR OF CLOSURE IN URBAN SURVEYS OF 1 Eddie Weeks, Member PART IN 10,000. Inatnt 11'a - 20060706,2008080178 RE -PLAT ON JANUARY 15TH, 2007 WAS DUE TO ADDITION OF A UTILITY EASEMENT ALONG THE FRONT LINE OF ALL LOTS AS SHOWN ON THIS PLAT. ddli Weeks, Member Date 1-/1-07 Gourmet Enterprises, Inc. d/b/o Merrell Construction Company, Arnold Merrell, President Instrument #'s - 2006 86336,2006083210,2006083208 -Y - - - -- - 'Arnold DESCRIPTION PHASE I Merrell, President Date PART OF THE NE 1/4 OF SECTION 11, TIN, R13W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: 48 Holdings, LLC, COMMENCING AT THE CENTER OF SECTION 11, TIN, R13W, A FOUND 1" PIPE, Ge a Osment, Manager THENCE ALONG THE CENTER OF SECTION LINE N01'45'13"E 1314.55 TO A FOUND 1/2" REBAR BEING THE CENTER NORTH In t ument 2006098007 1/16 CORNER OF SEC. 11, TIN, R13W; THENCE S88-03'35"E 300.44 TO A SET 1/2' ''� 'O REBAR, THE POINT OF BEGINNING; THENCE S88'03'35"E 725.74 TO A SET 1/2' REBAR; Dens Osment, anager Date 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 Jim Favre Construction Company, an Arkansas corporation, SET 1/2" REBAR; THENCE N73'57'23"W 118.26 TO A SET 1/2" REBAR; THENCE CROSSING Jim Favre, President A LAKE N82'18'04"W 295.97 TO A SET 1/2" REBAR; THENCE N87'54'01"W 241.01 TO A Instrument - 2006097350,2006097347 SET 1/2" REBAR; THENCE N01'48'22"E 49.35 TO A SET 1/2" REBAR; 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" Jim e, Pr sldent Date REBAR; THENCE N87'54'01"W 120.00 TO A SET 1/2" REBAR; THENCE N01'48'22"E 605.38 VI TO A SET 1/2" REBAR THE POINT OF BEGINNING; CONTAINING 23.09 ACRES MORE OR LESS. Kanis Village, L.L.C., Glen . Borkowski, Manager DESCRIPTION ENTRANCE DRIVE in t #'s - 839 2006073191 PART OF THE NE 1/4 OF SECTION 11, TIN, R13W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: GlerW E. Borkowski, Manager Date COMMENCING AT THE CENTER OF SECTION 11, TIN, R13W, A FOUND I" PIPE, THENCE ALONG THE CENTER OF SECTION LINE 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 P2" REBAR, THE POINT LOT CURVE DATA PHASF 1 OF BEGINNING; THENCE N01'46'22"E 4854 TO A POINT• NUMBER DELTA RADIUS IARC LENGTH CHORD BEARING CHORDDIST. C17 90,00,00" 25.00 39.27 N43'13'38"W 35.36 C18 75-34'01" 25.00 32.97 S53'59'21"W :iO.63 C19 104'25'59" 25.00 45.57 N36'00'39"W 39.52 C20 53'47'44" 25.00 23.47 N64'52'30"E 22.62 C21 36'12'16" 25.00 15.80 Ni9'52'30"E 15.54 C22 90'00'00" 25.00 39.27 N43'13'38"W -,5.36 C23 n 00'16 4 1 1022.50 2 0 4.96 N88' 1 " 05 8 W 4.96 C24 03'38'43" 1022.50 65.05 S86'07'35"E 6,5.04 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" 1622.50 66.76 N75'04'45"W 66.75 C28 03'02'00" 1024.49 54.24 S71'41'21"E 5}.23 C29 00'24'51" 477.50 3.45 N70'22'36"W '.45 C30 08'57'28" 477.50 7A_B5 c75'03'45"E ,7458 C31 08'00'34" 477.50 66.75 N83'32'46"W 66.70 C32 03'50'22" 1022.50 68.52 N05'44'11"E 68.51 C33 88'37'57" 25.00 38.67 S48'07'58"W t.93 C34 04'14'45" 1022.50 75.77 N09'46'45"E _11 5.76 C35 04'18'13" 1022.50 76.80 N14'03'14"E 76.78 C36 00'59'11" 972.50 16.74 N15742'45"E 16.74 C37 03'51'50" 972.50 65.58 S13'17'14"W 65.57 C38 04'20'27" 972.52 73.68 N09'11'06"E 73.66 C39 03'48'58" 972.52 64.77 N05'06'24"E 64.76 C40 01'05'56" 972.50 18.65 NO2'38'57"E 18.65 C41 89'39'02" 25.00 39.12 S42'43'32"E ;,5.25 C42 06'0i'04" 522.50 54.88 N84'32'31"W 54.85 C43 07'14'59" 522.50 6-611 N77'54'30"W 66.07 C44 04'06'50" 522.50 37.52 S72'13'35"E 37.51 C45 00*42'11" 977.50 11.99 S70'31'16"E 11.99 C46 04'23'33" 879.56 67.43 N72'50'55"W 67.41 C47 03'50'40" 988.58 66.33 N76'46'08"W 66.32 C48 03,50,40" 977.50 65.59 N80'38'06"W 65.57 C49 03'49'08" 977.50 65.15 N84"28'00"W F5.14 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 ;`.5.36 C52 38'02'51" 38.00 25.23 N20'47'47"E 24,77 C53 11'28'13" 42.00 8.41 N34'05'06"E 8.39 C54 64'37'29" 42.00 47.37 S03'57'45"E 44.90 C55 33'28'58" 38.00 22.21 N19'32'00"W 21.89 C56 04'33'53" 38.00 3.03 N00'30'35"W 3.03 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' Commencing at the Southwest corner of lot 59R, thence North 87'54'01" West 5.98' feet for the point of begining of a 10' foot sewer easement being 5' foot either side of the following line; thence S 02'04'01" W 103.80' feet, thence S 02'08'33" W 104,19' feet, thence N 74'04'18" E 77.59' feet, thence S 01'45'42" W 275,95' feet, to an existing manhole. PAGIS DATA Node ID Northin Eastin Elevation Descri tlon 70' 147572.7415 1202227.5863 36319 PAGIS 2040-0354 ?02. _-1i4; 552.9057 1202916.2408 398.68 PAGIS 2040-0355 LAKE 1 PHASE 1 BEARING DATA NUMBER DIRECTION DISTANCE L1 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 63.15' L7 S83'49'47"W 10.04' LB S83'49'47"W 48.01' L9 N85'00'28"W 22.01' L10 S44'34'46"W 21.92' L11 S44'34'46"W 21.92' L12 S15'21'30"E 51.97' PHASE I COORDINATE BOUNDARY DATA ID NorthingEastin 1 147 736.0362 1202058.1660 2 147 711.46 57 1202783.49 46 3 147680.7450 1203586.0861 4 147486.6673 1203587.4211 5 147215.2 495 1203522.0349 6 146976.8557 1203513.1317 7 146 996.7411 1202 9 70.72 47 8 147029.4247 1202857.0710 9 147069.0742 1202563.7698 10 147077.9039 1202322.9254 11 147127.2300 1202324.4520 12 147131.4430 1202209.5358 13 147126.5528 1202159.3605 14 14T 30.9493 1202039, 4391 a THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 125.00 FEET AND HAVING A CHORD BEARING AND DISTANCE OF N00'12'08"W 8.61 FEET., THENCE ALONG A CU RVE 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 N14'29'220E 339.94 FEET; THENCE N40' 39 00 W 16.10 . 0 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 SO4'27'42"E 52.41 FEET; THENCE S01"46'22'W 48.69 A SET Y2" REBAR; THENCE N88'03'35"W 50.00 TO THE POINT OF BEGINNING; CONTAINING 1.05 ACRES MORE OR LESS. GRAPHIC SCALE ( IN FEET ) 1 inch = 100 it. LEGEND � FOUND SURVEY BOUNDARY MARKER CURB LINE (TYPE AS NOTED) WATER LINE 0 (UNLESS OTHERWISEANOTED) - - -SS- - - - - - - - - - - - - SANITARY SEWER LINE O SANITARY SEWER MANHOLE PROPERTY LINE - - RIGHT OF WAY LINE - - - - - BUILDING SETBACK LINE - - - - - - - - - - - EASEMENT UNE PHASE LINE VICINITY MAP SCALE 1"=2000't