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HomeMy WebLinkAboutS-1313-N Map 3T A/� >¢ Vj ICE I = I o C EL OIQ I ¢ o ° 5 I q IU 1 O F=- I i Q5 77.1 '22'� 28 ° O26 a 21 + 5w' S s0•z8,2g g51°51g- S67.30'O6"E 207.0 H S58.G 26 b 0. 61 4e` !pa - ,trh0 7 C/•1E10•rs1 ''t v N67.30'06"W 191.35' �O00� Vaa0F ^� b N 1°51'g5 W _ 1N0 2 8 v N64 _ 141.00'CH,� Z p.1q'CH' 8 90.1 N73°00'10"1717 12550'CH• N47,� 4TRA/6 3 �1p2pp LH E 3°40.36..W ` 15, " 22 2 O 21 830„ /y5r°s45, R/ _► 9�.A2 \►1 w4 T 34"1..W 51 13i 6 B 2O ,y?1 W 194.10'CH. O N81 rn 9.20? ` N52°38'34"W \\` Q 38.48' CH. o N jVkNoll 29.94� CH. i zS25.59'48`W K 2.69' GH. `)Pas 121.59' 19 35 \� 11 10 36 ► - A2«� 23- ,10 .6T49� 1 �OOD/� iVE at] Clio. 53«E 4163°21 50 51 \ 1q 13 � .� S59.1g'17 F 13 15 vy' oa Z e� 12 �7 p6 U All4911 A6 72.95' 74,41' S2 12g5 «E S75°36'00"E S64.45'45-E O Sg6.26 20 S55•04, 04' 63 6 fi 11e� `S4 .88, gb 9 8g'489, O-F _6'46" N70°26'S4"W ® °p�- �y 9.326pZ.fG 36'46' S9°46'S4"Wif N6 > 3°33 W 44.67' 51.12'CH. 4.00, TV O 21 N6 N65°06'54" \ 41O • 15"E p2 \ N6 31.97 \� ` \3�2 a�rO°I �N59°56' CN. o O S 101.0,3«f Cj F.1 1 `33'46' W ° . 3 P 19.58' CH. \ 760 ?3•• �/ v p9 p6 OZ'W p b1 S69°52'16". N38°g.9?'1«E W 50'3"yV as \ 2 NO3°1, (,N• 2 34.39' CH. 62.89' CO"H. N O° Sg1.32 _ �� N66.00'12`W 4444s S \'/ 119 AO 6, - - - =72 29 48_W 397.66'CH�-- 160.05' 1l tit �\ \ N$ ° 88 56 05 W �� - - - - - - - - - - - - N72°29'48"W 388.59'CH.® 1�20516' N 15' 31' N60° o N15. w N52° 10' CN 25-�I _ �� _ tol 28 1 8 �24 150' '' 25 31' �/W --------------- 52 N72°29'48"W 379.52'CH. �� WOOO�AQp TRA1205.16'� 13 0„ N51°3q ��•� N8q°p1'2g TFtPIL - a5' I- �� O1 G.2 �205.16` - 45' R/yy� _ 5 34•. NO P cc A«V� NQge95 CN \ W`42.10•C WOOO�P 25. •39'40«Vj N72'56'39"W N69.08'43"W N65 2T'S2` N79 85.76' 91.12' 0 16 01e013 ` � ' N76°48'47"W 83 32' 90.23' W N58.5 . ti 10 `549.30 Op, S 14"F wI 59.89 POS G2 �� - _`�►�•� _ «\jI N76°48'45"W 80.30' O O p 7g3g9'W '7' 27 N82•4012 80.00' O w ZR 3 55.5j4g* a�� \ 0 20•Vd N82'13'18«W 81.80 O 8 111, •16 2 84-44' W 6 �� \ N15 tk'50 Z'3 . 33.44 $4.56 10 BLO K j 6 17 16 �5 j4 O N57854r2-W NSw 0� Sg1° 90 51 11 19 13 \ ° 06, pg•\N 20 12 1A N6220 6A•1 4 6' 12 22 21 11 26 \ S 60 -60 0 0 60 120 25 13 A�9O�\ 23 \ mussy C50 ER�NIRIVE -- _ _ - - 10 I - i - PAGIS BOUNDARY COORDINATES ' a _ CERTIFICATE OF OWNER _'`_'•_._ __.___..___.____. ___..s'_.__ _ _________. ...______may_.... ._.,_____. NO NORTHING FASTING NO. NORTHING EASTING We, the undersigned, owners of the real estate shown •�"„e R"° -- and described herein, do hereby certify that we have 1 145275.99 1186486.45 38 145622.45 1185675.79 2 145323.25 1186416.47 39 145825.b1 1185703.57 laid off, platted and subdivided, and do hereby lay off, ---'---""--- _ -" 1 ---- - -- - 3 145364.30 1186348.52 40 145666.47 1185721.09 Plat and subdivide Said real Berate in aCCofda0C0 with VICINITY MAP 4 145401.77 1186266.43 41 146667.92 1185798.75 this plat. 5 145434.21 1186181.28 42 145664.10 1185887.63 / OG L�(C1.'i•' � d 8Ltz:�, 6 145459.39 1186099.30 43 145663.43 1185988.67 Date of Execution Name �- 7 145474.34 1186017.33 44 146673.89 1186081.34 _ 8 145492.66 1185939.15 45 146684.28 1186170.T4 Address 9 145510.91 1185861.26 46 145692.64 1186253.07 jLZ I 10 145521.35 1185780.12 47 145688,06 118632588 \� PROPERTY DESCRIPTION 11 145532.79 1185696.34 48 145669.91 1186396154 Source of Title: 12 145528.93 1185605.85 49 145638.19 1186463.86 Instrument No. Part of the West 1/2 of the Southeast 1/4 and part of the East 1/2 of the Southwest 1/4 of Section 8, T-I-N, R-13-W, Pulaski County, 13 146516.10 n86482.16 50 145738.01 1185520.95 14 145572.87 1185456.75 51 145724.81 1186543.16 h 11J Arkansas, more particularly described as IbIlows: 15 145641.93 1185427.04 52 145620.95 1186482.76 16 145701.37 1185419.72 53 146684.12 1186644.08 CEIiiTflTCATZ OF FINAL APPROVAL _1 t0 N 17 145770.07 1185439.11 54 145528.42 1186610.26 pursuant to the Little Rock Subdivision Rules and Y BEGINNING at the Northeast comer of Lot 12, Block 6, of the Corrected Final Plat of Woodlands Edge Addition (Plat H-642); 18 145835AS 1185292.90 55 145470.08 118s678.7s thence alongthe Northeaster) line of said Corrected Final Plat of Woodlands Edge Addition (Plat H-642) the following nineteen (19) 19 145832.75 n65291.72 ss 14san.5t 1186739.25 Regulations, and all of the conditions of approval having 0 Y 20 145882.19 1185180.64 57 145363.72 1186788.94 been completed, this document is hereby accepted. CD bearings and distances: 1) North 55°57'49" West 84.44 feet; 2) North 58052'09" West 79.39 feet; 3) North 65°27'52" West 90.23 feet; 21 146975.02 1185215.18 58 145300.22 1186833.43 This certificate is hereby exe urea under the authority 4 North 69'08'43" West 91.12 feet; 5 North 72°55'39" West 85.76 feet; 6 North 79°39'40" West 83.32 feet; 7) North 76°48'47" 22 146012ZS 1185091.34 59 145285.32 1180842.09 of said rules and regulatio ^ ~ m LL 23 1460i6.24 1185001.26 60 145148.20 1186897.25 151.31' f- West 80.30 feet; 8) North 76°48'45" West 80.00 feet 9) North 82°40' 12' West 81.80 feet; 10) North 82°13' 18" West 84.56 feet; 11) 24 146086.36 1184820.26 61 144997.75 1186913.32 I� 04 b 147 g0'E S06.05-49-E O South 87°33'32" West 90.57 feet; 12 South 84°04'35" West 124.36 feet; 13 North 24'06'49" West 62.20 feet; 14 North 23°16'20" 26 146080.5 1184915.00 62 144763.67 1186899.31 ) ) ) 26 146080.65 1184915.00 63 14d763.67 1186899.31 Data of Execution R. Planning � e5A'S5" West 75.18 feet; 15) North 07°01'34" West 59.89 feet; 16) North 15°45'46" East 71.38 feet; 17) North 66°00' 12" West 160.05 feet; 27 146091.64 1184946.58 64 144716.55 118679694 Commission Co h S21 S 9 7qQ 15' CV 18) along a curve to the left having a radius of 325.00 feet, an arc length of 2.69 feet and a chord bearingand distance of South 28 146060.4 1185022,11 66 14468.44 1186711.92 29 148080.49 1185022.13 66 144707.d4 118B711,92 / O 1 3' «� •09 5j'W 0 25°59'48" West 2.69 feet feet; 19) North 66°00' 12" West 121.59 feet; thence North 20°24'30" East 99.05 feet to a point on the 30 146057.86 1185093.02 67 144754.07 1106653.07 CERMCATE OF SURVEYING ACCURACY h 1� 5 A6•E 1 2 p3 Souther) right-of-way line of Woodlands Trail; thence along said proposed right-of-way line on a curve to the left having a 31 145937.73 1185328.3 68 144865.7 1185700.66 I Gregory T. Sullivan , hereby certify that n y. p0 ,30•09' 90.28' O proposed y g y g •' P p g Y g 32 145884.8 1185415.60 69 144975.62 1186741.69 this plat correctly represents a boundary survey made �j V 3 cv S05•53 radius of 252.50 feet, an are distance of] 30.96 feet and a Chord hearing and distance of North 73°00' 10" West 129.50 feet; thence 33 145869.93 1186467.69 70 145076.6 1186716.29 or verified by me, all monuments required actually exist s ° 34 145869.93 1185457.69 71 145076.69 1188716.29 and are correct) shown hereon and that all surveying` to continuing along said proposed right-of=way line North 87 51'42" West 90.15 feet; thence continuing along said proposed right -of- 35 145866.66 1185466.46 72 145119.32 1186686.23 y OG O 23 +� 13 way line on a curve to the right having a radius of 297.50 feet, an arc distance of 197.71 feet and a chord hearingand distance of North 36 145869.14 1185515.67 73 146188.43 1186616.92 requirements of the Little Rock ubd vision Rules and (� h 3• , 3 Regulations have been complie ith. Q a L3h LL ' .►���� - - 3.50' 68°49'21" West 194.10 feet; thence North 40° 12'59" East 45.00 feet to a point on the proposed Northerly right -of --way line of 37 u5aas.a3 na5szt7z 7a 145234.46 1188552.87 G Woodlands Trail; thence elan said proposed right-of-way line the following thirteen 13 hearings distances: 1 on a curve to the / O `� 01 �A2 ~ ' _ / NO6°38'31"W 133.50' �7�-3 p7 W e tp g P p g Y g () g• ) U / ` 0 d. {c 0 left having a radius of 252.50 feet, an are distance of 77.30 feet and a chord bearing and distance of South 58°33' 12" East 77.00 feet; CENTERLINE CURVE DATA Data of Execution Gregory Sullivan R +!G Q / / / W Registered Professional '� 5 Q' / _ 2) OI1 a Curve l0 the left having a radius OI 25.00 feet sit arc distance Of 36.67 feel and a chord hearing and distance Of North DELTA RADIUS ARC TANGENT Land Surveyor O �O '� ~ / -_/ �� 133.50' " r N Q 70°39'23" East 3 3.4 7 feet; 3) South 77'13'22" East 53.45 feet 4) on a curve to the left having a radius of 2 5. 00 feet an arc distance of m 22.39'28" 275.00' 108.75' 55.10' No. 1096 '� 0 � 32.63 feet and a chord bearing and distance of South 50'28' 13" East 30.36 feet; 5) South 87°51'42" East 70.93 feet; 6) on a curve to m 54'13'38" 964.00' 449.56' 198.37' Arkansas �b0 / / / / / / a m F' (, ® 23.15'19" 984,00' 391.27' 19B.3T the right having a radius of 297.50 feet, an arc distance Of 211.43 feet and a Chord bearing and distance of South 67°30'06" East ® 65'05'44' 225,00' 256.63' 143.61' ' b / e / / / N �. 207.01 feet; 7) South 47°08'30" East 60.14 feet; 8) on a curve to the left having ;I radius of 252.50 feet, an are distance of 102.71 feet ® 10.40'03. 275.00' 61.20' 25,67' CERTIFICATE OF ENGINEERING ACCURACY �-+� and a chord bearingand distance of South 58°47'42" East 102.00 feet; 9) South 70026'54' East 44.67 feet; 10) on a curve to the right IEI 23.18'21" 275,00' 111.86' 56.71' I, Wes Lowder hereby certify that this p0 +�(i / / sQ / p3291/ / / \N�1 •00 4 - C7 � ., m 40.43'11" 275.00' 195.44' 102.05' plat correctly represents a plan made by me, and that O 90'y�.a \ / �3 / O,�/ / 46CY\• •J04 31-W ^o ,�58.5F U having a radius of 297.50 feet, an arc distance of 9.36 feet and a chord bearing and distance of South 69°32'49" East 9.36 feet; 1 1) on ® 38•oa'ao• 275.00' 182.76' 94.90' the engineering requirements of the Little Rock Subdivision h a3 y�1 / 2 / O N14 05' ° Rules and Regulations have been compiled 'th. i7 i / o p5 / p12• Q -9 I- O a curve to the left having a radius of60.00 feet, an are distance of 50.77 feet and a chord bearing and distance of South 87 06'42" East 0 d0.43'11 275.00' 182.76' 94. 0' ��T p °� Uj '� 49.27 feet; 12) oil a curve to the right having a radius of 85.00 feet, an are distance of 117.89 feet and a chord bearing and distance of I® 38'04'40' 275.00' 182.76' 94.90' / South 77°23'49" East 108.67 feet; 13) on a curve to the left having a radius of 60.00 feet, an arc distance of 61.39 feet and a chord Date of Execution Wes Lowd 9A / / / /3 3' b5 / t 52 t61� m Se 0�' IPF z Registered Professional �/ / / // / N3 / ^ g5°1,2 7tr, OSF Q Co- oz `� bearingand distance of South 66°58'29" East 58.75 feet to a point on the Norther) right-of-way line of Woods ate Drive; thence PROPERTYLINE CURVE DATA Engineer No. 4943 9 +� / •v ^ W 6 % P Y g Y g b g J / / / / 10 0 .h elan said right line North 83°42'50" East 27.95 feet; thence South 06' 17' 10" East 160.00 feet to the Northwest corner of Lot Arkansas �6V 0 // / / 90b6 m 'L�• y9 j g y DELTA RADIUS ARC TANGENT 21, Block 4, of the Corrected Final Plat of Woodlands Edge Addition (Plat G-996); thence along the Westerly line of said Corrected Q 00'28'25' 325.00' 2.69' 1.34' C�ITffIG1TE OF RECORDING Cj%1b / / ` / / ,� �a0 b -s r'O' Final Plat of Woodlands Edge Addition (Plat G-996) the following eleven (I 1) bearings and distances: I) North 88"56'05" East 77.67 Q 2g•43'04' 252.50' 130.98' 66.99' feet; 2) South 87"32'21"East 88.97 feet; 3) South 89°3T 13" East 101.04 feet; 4) North 83"33'42" East 93.26 feet; 5) North 83"21'53" This document, number Co( CI'i9S{ led for record / / / ^aA �•'' `�' 0 p �+ N Q3 38.04'41" 297.50' 197.71' 102.66' 3- ll.G 290 r in Plat Book _ j-�, Page (^ (o) - / p•, lb ��� East 90.00 feet; 6) North 84'16' 17" East 82.75 feet; 7) South 86°28'20" East 72.95 feet; 8) South 75°36'00" East 72.95 feet; 9) South O •� / h 1 . 64°45'45' East 74.41 feet; 10) North 29°46'25" East 115.00 feet; 11) on a curve to the right having a radius of 775.00 feet, an arc 12), 17 32'23' 252.50' 77.30' 38.95' b� �b / distance of 25.83 feet and a chord bearing and distance of South 59'16' 17" East 25.83 feet to the Northeast corner of Lot 12, Block 4, Q 84•02•27" 25.00' 36.67' 22.53' (Signed) 1•4Dt. © 74.46*58" 25.00' 32.83' 19.11, PAT (;'P^I':"J !`r;..... is r+,..,., , �.i e M1 lb `LT' „� ^ a Woodlands Edge Addition (Plat G-678); thence along the Westerly line of said Woodlands Edge Addition (Plat G-996) the following C j - ,#, r, 1 �; �1� �b �� ,q eight (8) bearings and distances: 1) South 31°41'01" West 115.00 feet; 2) South 55°04'04" East 74.80 feet; 3) South 49°55'08" East 1 40.43'11" 297.50' 211.43' 110.40' `' E 1R "' 0 CG /1>i.,m,lrr. f-r✓LG��� ^rU / ��,! •h nj 1"' 86.49 feet; 4) South 49°35' 14" East 90.00 feet; 5) South 48°59'55" East 80.12 feet; 6) South 42°43'53" East 73.23 feet; 7) South © 23.16'24" 252,50' 102.71' 62.08' ` CQ �T ''; 7` ^6 �. ph it) A h�• 35°00'46" Fast 77.54 feet; 8) South 30°09'43" East 17.23 feet to the Northwest corner of Lot 6, Block 4, Woodlands Edge Addition Q 01•48'08" 297.50' 9.36' 4.68' � Plat G-468 ; thence along the boundary line of said Woodlands Edge Addition Plat G-468 the followin sixteen 16 bearings and 4 ? NOTES: R / w / 6�6J, �1 A 1 E pF'�" ( ) g y g ( ) g ( ) g 10 48.29'os' 60.00' 50.77' 27.02' : 1,L ! distances: 1) South 21°54'55" East 147.80 feet; 2) South 06°05'49" East 151.31 feet; 3}South 09°09'S7" West 146.15 feet; 4) South n 7s ze oa 85.00' 177.89' 70.66' iUJ �` ` , ,! 1 FOUND 1/8, REBAR AT ALL LOT `QP rO o, �� O h./ +� ARKA�1 �A9 ....... �� 05153'37" East 90.28 feet; 5) South 65°29'41" West 113.60 feet; 6) South 32021'28" West 57.02 feet; 7) North 53°52'01" West 66.24 C h i CORNERS UNLESS OTHERWISE NOTED. ry O 6 + STATE OF 12 58.37'23" 60.00' 61.39' 33.69' G ^¢ - 2 ALL DISTANCES ALONG CURVES h �/ • 4N 6� * * * AR „ feet; 8) North 51 °36'30" West 75.08 feel; 9) North 38°20' 12' East 76.72 feet; 10) North 28"07'05" East 58.41 feet; 1 1) North + c / 00 �� Pam' O RECi TER _ N 09 07°00'45" East 110.58 feet; 12) North 14°05'37" West 104.31 feet; 13) North 35'11'21" West 52.16 feet; 14 North45°04'58" West 1a 01.54'36' 775.00' 25.83' 1252' 4_ �' / j ARE CHORD DISTANCES. ` a _ �� ,` 3 TRACTS F-1, G-2 AND U ARE h b PROF I AL 14 97.88 feet; 15) North 54°1 T49" West 78.87 feet; ] 6) North 57°59' 12" West 78.34 feet to the POINT' OF BEGINNING, containing C�UN tY; FP,.,. PROTECED GREENBELT AREAS. / p� / lb a'• _ H h g . EN R ; 1I ATUEE �Q, u 1 1.756 acres, more or less. 4 NO PORTION OF THE PROPERTY SHOWN IS LOCATED WITHIN THE / t/�t� 49t3 �� ��� •' 9g��; „ 100-YEAR FLOOD PLAIN AS DESIGNATED \U O• T. BY THE FLOOD INSURANCE RATE MAP, i I r�� i,� 1�1''••...•_1�"� ,�� l PANEL NO. 050181 0081 F, PUBLISHED OJ N Z/ +f L , '7 J IuA`�•' `�� _ __°\1� -to ._:_,,.�(�- D 60 120 BY THE FEDERAL EMERGENCY MANAGEMENT / ,O 1' ���8A� 77gr 11 AGENCY DATED OCTOBER 19, 2001 / hry,5o3, n,llrrnln S:\2003pro\203-168\TRAIL FINAL PLAT\SURVEY-TRAIL-FINALPLAT.dwg^�- ® DSGN L3C M�,L OIL DOOM( wlGG14� WERO T 8CALE SHEET 1 or 1 THE BAR IS ONE INCH ON PART OF THE WEST 1/2 OF THE SOUTHEAST 1/4 FINAL PLAT OF TRACT F-1, TRACT G-2THE PLANS AND , MEHLBURGER DR SDN HEREIN, AS A PRODUCT COFIODESIGN NS OS ROVIICCESD ORIGINAL DRAWING.AND PART OF THE EAST 1/2 OF THE SOUTHWEST 1/4 TRACT U AND DEDICATION O F PORTIONS rNO. FIRM, PLLC CHK IS THE PROPERTY OF THE MEHLBURGER FIRM ON OF SECTION 8, T-1-N, R-13-W OF WOODLANDS TRAIL, WOODSGATE DATE 02/14/06 TPT AND IS NOT TO BE USED IN ANY OTHER DESIGN IF NOT ONE INCH ON WITHOUT EXPRESS WRITTEN PERMISSION. THIS SHEET, ADJUST LITTLE ROCK, PULASKI COUNTY, ARKANSAS DRIVE AND MOSSY CREEK DRIVE PROJ 203-168 201 South Izard ❑ Little Rock, AR 72201 a 501/375-5331 APVD GTS NO, DATE REVISION BY APVD THE MEHLBURGER FIRM SCALES ACCORDINGLY. I E INn•