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HomeMy WebLinkAboutS-1313-N Map 2T q/� = I a 1I LU ir I� \� 0a I a LL I I i i o 1� I _Q LL I 1 Q a I Q Q = Q5 77'1 '22"L 2g 30 - io 25 S Cb 77 8e Q Uj 26 23 53. 5' 68 3 gio'3b2"E _ S67°30'06`E 20�i-_ 3OS� rn j"r ' 01'CH. _� 4 • W �� no 77�C"E 03A G C �0'06" �O < 083 .F ut AO H. 1 g. 5i Q2"� _- _W 191.35' O q 0 Q 36 o�. N64°38'16"W N a N! 1 CO 15' 605+ T 32 S58°47, g3 3A t"I'7 35 6 A2"E 08 67 CH_ 7 141.00'CH,®z p 14'CN' N73°00 10"�1 50't`l1, N4)° -7 RA/ �1p2 p 42 E O O e e0 W ;0 2A 06�4 Ng ' 4S• 11.` S70°26'54"E roo 4g2� . N83°40 3� �0.15' "W 22 �2 o O..w 7°5j, q� 44.67' rn 24 U68�� 9 21"W 194.10'CH. O C►g1°5i 42 °' 6g� 46 7 34" _ 23 N52°38'34"0' 9CN, Ne - -H• N70026'54"W QW 38.48' ® 59° rO5 3 0 CH.W 3 3°36•g6.,W 44.67' 51.12'CH. 4 O'05q„W V V N10°21'39"WJ iv N65°06'54" \ a 10 29.94' CH. 31. 7 o Za cov \ N6 °33'46„W\ z S25.5948- 1 19.58' CH. f/ \ s 2.69' CH. `° 1B N S69°52'16"vy Q¢ N38'50'30" N66°034.3y 0'12W y . .9CH. 8440e sN66.00121.59' 12W 160.05'0 S S 4\ 35 _ e 45• A6 OI 1n 2$ 1 i.3g Ou 0 Yl u� a 1 U 7' 0�\ 27 Q 120 1 de a O31 12 38 a4 v S66058'29"E i9tr' �:58.75'CH, J °i250 '> Rp1e0,3A"� Np5g5 CN 5g 8g 1 G-2 1RPC 15 N125 Aa 20•W 25 i 2i \NOOO//E iVE 20 M 18 SS se; "E 33 bT 14513 . �g3 063•E e21 W ?5 83 ?o 0 3 S5g•1g'ij F A3 14 13 � o. p ;, i5 � h •o 0 Ae 2 T/^F i2 vJ 41 4g Ag 72,95' 74.45 52 S6,5!12.g5°E S75.36'00"E S64.45'45°E O 20 gss•O4, o 53 5Ae16 i1•E '948"S649' S 08e$ 'i A i 10 \N5g°i6,i 120 GN• 42 1�� Ob •E O F.1 Qg 5 N , o , Sgg°31 13 �FtP p2 0. A NO3° i6 CN• gg•� 2� E �-� _ _ _ � _ - _ _ �/ 1i9 4p g81e3 N72029'48"W 397.66'CH_ A6 p5^E _ �.l - - - - \ ` \ /V51. Ngg°Sg 2'15 3T �/' - - - --=N72°29'48"W 388.59'CH.® _ - - - - N6p�_2`5 6 NA. 25 34 „W C162e 52• N72 29'48"W 379.52'CH. �_ WOOOLANO 0 TW 205.16' 24 150 W j3l � ��� •------------------ S �� \�\ Nsr°34 �s� �' /g4e01 -IRNIL - 45 a/W ► " S G'2 _ ��2��16' 45 R/W N - to --� �3 Z42 ` WOOOLA DS25 W N72°55'39"lAl N69008'43"W pG N79°39'40" 85.76' 91.12' N65.27'S2"W 11 \ N76-48'45"W N76048'47B0.30•W B3;32; O O 4 90.23' N58.52,0gwW W O 3 9.39• N55e5j ¢ F N82.40'A2" 80.00' 1 W 81.80 O ;F g 84 4, o�T N82°A3g 2 44• o fu g4.56' n I ❑ K 16 Ig 6: N 1 go 1"`i1 AO D 1_ 17 14 O cog e33 5 . 1i 19 1$ 13 � M N2A•Og 49 35 `N g220' AeOA 6 Sib -2A 3 23 22 21 20 MOSSY CREEK DRIVE - 5__ 0• R/W _---- - I2 11 1O S49.' 6 OO' S 14 "tC lei \ 22.5• \ \ 57.69,12" \ 78.34' 10 PAGIS BOUNDARY COORDINATES 1 I ` -- - arz---------- ---------- ----------- -� X .. -- - --------'4 - - - CERMCATB OF O11N6R IYQ. NORTHING EASTINO NO, NORTHING EASTINGWe, the undersigned, owners of the real estate shown and described herein, do hereby certify that we have •"„"„ 1 145275.99 1186486.45 38 146822.45 1185675.79 laid off, platted and subdivided, and do hereby lay off, _ __ •�_�,, ,,_,,,- _�z� .- __ _ __ _ 2 145323.25 1186416.47 39 145825.51 1185703.57 plat and subdivide said real estate in accordance with - 3 145364.30 1186348.62 40 145666.47 1185721.09 VICINITY MAP 4 145401.77 1186266.43 41 145667.92 1185798.75 this plat. 5 145434.21 1186181.28 42 145664.10 1185887.63 / O& ea-l<Ct Y' J ef_(( , - 6 145459.39 1186099.30 43 145663.43 1185988.67 pate of Execution Name Cl ,i2_ 7 145474.34 1186017.33 44 145673.89 1186081.34 - _ 8 145492.66 1185939.15 45 145584.28 1186170.74 Address R �C T - &CC, 9 145510.91 1155861.26 48 146692.54 1166253.07 PROPERTY DESCRIPTION 10 145521.35 1185780.12 47 145688.06 1186325.88 Source of Title: �- 11 145532.79 1185696.34 48 145669.91 1186396.54 ) 7 12 145528.93 1185605.85 49 145638.19 1186463.85 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-1-N, R-13-W, Pulaski County, 13 145516.10 1185482.16 50 145738.01 1186520.95 `* 14 146572.87 1185456.75 51 145724.81 1186543.16 e) Arkansas, more particularly described as follows: 15 145641.93 1185427.04 52 146626.95 1186482.76 v 16 145701.37 1185419.72 53 145684.12 1186544.08 CERMCALTE OF FRS, APPROVAL ] 10 w 17 145770.07 1185439.11 54 145528.42 1186610.26 Pursuant to the Little Rock Subdivision Rules and r BEGINNING at the Northeast comer of Lot 12, Block 6, of the Corrected Final Plat of Woodlands Edge Addition (Plat 14-642); 18 145835.16 1185292.90 56 145470.08 1186678.79 approval Regulations, and all of the conditions of a O thence along the Northeasterly line of said Corrected Final Plat of Woodlands Edge Addition (Plat H-642) the following nineteen (19) 19 145832.75 1185291.72 56 145417.51 1186739.25 Re 9 pP having O 20 145882,19 1185180.64 67 145363.72 1186786.94 been completed, this document is hereby accepted. Q- m bearings and distances: l) North 55°57'49" West 84.44 feet; 2) North 58°52'09" West 79.39 feet; 3) North 65°27'52" West 90.23 feet; 21 145975.02 1185215.18 68 146300.22 1186833.43 This certificate is hereby exe uted under the authority d 4 North 69008'43" West 91.12 feet; 5 North 72°55'39" West 85.76 feet; 6 North 79039'40" West 83.32 feet; 7 North 76048'47" 22 146012.88 1185091.34 59 145285.32 1186842.09 of said rules and regullatio Y U 23 146016.24 1185001.25 60 145148.20 1186897.25 151.31' 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 144997.76 1186913.32 I� j47 g0' SOB°p5'49"E O South 87°33'32" West 90.57 feet; 12 Son if 84°04'35" West 124.36 feet; 13 North 24'06'49" West 62.20 feet; 14 North 23'16,20" 25 146120.72 1184849.32 62 144863.47 1186890.04 / ao 55"E Q 26 148060.55 1184915.00 63 144763.67 1186899.31 Date of Execution R. planning 54' 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 144716.56 1186795.94 Commission CO S2A S`09. 46 r5' 28 146079.82 1184998.71 65 144668.38 1186765.42 O 18) along a curve to the Jell having a radius of 325.00 feet, an arc length of 2.69 feet and a chord bearing and distance of South 29 146060.49 1185022.13 66 144707.44 1186711.92 O A, 3, 09 57. 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 146057.85 1185093.0 es 1447 4.0 i 85653.ss CERTIFICATE OF SURVZYING ACCURACY '° 115 A6°E Al 2 43"E w Souther) right-of-way line of Woodlands Trail; thence aloe saidproposed ri right-of-way line on a curve to the Jell having a 1, Gregg T. Sullivan hereby certify that (^� e O •O9• 90.28' -� proposed Y �' Y %' g Y g 32 145937.73 1185328.36 69 144866.77 1186728... p \�!L Ix CJ•35 C�•30 S05 53'37"E O radius of 252.50 feet, an arc distance of 130.96 feet and a chord bearing and distance of North 73°00' 10" West 129.50 feet; thence 33 145884.88 1186415.60 70 144975.52 1186741.69 orsverif verified by me, alPrmonumenteo required survey exist Q 34 145869.93 1186457.69 71 145076.69 1186716.29 0) continuingalong said proposed ri ht-ol=wa line North 87°51'42" Wes[ 90.15 feet; thence continuing along said proposed rig11-of- and are correctly shown hereon and that all surveying O g p P g Y g g P P 35 145866.66 1185466.46 72 145119.32 1186686.23 requirements of the Lttle Rock ubdiviskm Rules and (� O� b A,5- y9 T - - -�+� _ _ 133.50' _ _ _ 3r way line on a curve to the right having a radius of 297.50 feet, an are distance of 197.71 feet and a chord bearing and distance of North 36 usess.la 1185515.87 73 145188.43 11e8678.92 Regulations have been complie ith. P �I / e - 37 145845.43 1186621.72 74 145234.46 1186552.87 �/ a N tL tp < 68°49'21" West 194.10 feet; thence North 40012'59" East 45.00 feet to a point on the proposed Northerly right-of-way line of Jam' O5 p,2 /'? - Woodlands Trail; thence along said proposed right-of-way line the following thirteen (13) bearings and distances: 1) on a curve to the / O o ! C7 _ N06°38'31"W 133.50' N � a 46 t71D left havinga radius of 252.50 feet, an arc distance of 77.30 feet and a chord bearing and distance of South 58°33' 12" East 77.00 feet; CENTERLINE CURVE DATA Date of Execution Grego y Sullivan Q / / 6& g - 1ti " R '� / / I- 2) on a curve to the left having a radius of 25.00 feet, an arc distance of 36.67 feet and a chord bear ng and distance of North DELTA RADIUS ARC TANGENT Registered Professional aD Land Surveyor 6 O �0' •gy 1 �� - - - N U 70°39'23" East 33.47 feel; 3) South 77 13'22" East 53.45 1•eet; 4) on a curve to the Jell having a radius of 25.00 feet, an arc distance of m 22.39'28" 275.00' 108.76' 55.10' No. 1096 h .5°j / ". " / / 133,50, Q 32.63 feet and a chord an bearin d 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" 475.00' 449.56' 243.21' Arkansas M0/ / ✓ a, er a g ) ® 23'15'19" 964.00' 391.27' 198.37' S .01 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 ®6s 05'44" 225.00' 255.63' 143.61' 207.01 feet; 7) South 47°08'30" East 60.14 feet; 8) on a curve to the left having a radius of 252.50 feet, an are distance of 102.71 feet ® 10.40'03" 275.00' 51.20' 25.67' C73RTIFICATE OF ENGIJG ACCURACY O / / / gl j / / / NO7e0 2•S1csz Wes and a chord bearingand distance of South 58°47'42" East 102.00 feet; 9 South 70°26'54' East 44.67 feet; 10 on a curve to the right m 40.4311" 275.00' 195.44' 102705' plat correctlyrepresentsa plan wder hmadee certify land this O� 1 °� / ��/ „� 3% C � 11 ,9 `F 0!Q •� having a radius of 297.50 feet, an are distance of 9.36 feet and a chord bearingand distance of South 69°32'49" East 9.36 feet; 1 i on y v 9 A N 104 31' O 0, 5 ) ® 38.04'40" 275.00' 182.76' 94.90' the engineering requirements of the Little Rock Subdivision ,O •nJrD / / 20 / A6/ ^ N14.05' ]•W V a curve to the left having a radius of 60.00 feet, an arc distance of 50.77 feet and a chord bearing and distance of South 87°06'42" East 40 43 n' 275.00' 195.44' 102.05' Rules and Regulations have been complied th. b°j "/L 3° A5 / Ail ? (9 z O 0 38.04'40" 275.00' 182.76' 94.90' p �/ 16 O7 � �• � ¢ � 49.27 feet; J 2) on a curve to the right having a radius of 85.00 feet, an arc distance of 117.89 feet and a chord bearing and distance of /4 0.'s / / A5' j N g2"`N O `s8 0>. a South 77°23'49" East 108.67 feet; 13) on a curve to the Jell having a radius of 60.00 feet, an are distance of 61.39 feet and a chord Dote of Execution Wes Lowd / / g3/ r` "��2 4r, Off•• ¢ ryb 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 Registered Professional N p Y g Y g Engineer No. 4943 p9 • / / / • Cn 1 Ow 0 Q gright-of-way DELTA RADIUS ARC TANGENT Arkansas 0 / 1 ayD� v y� �hrb6 along said line North 83°42'S0" East 27.95 feet; thence South O6°1 T 10" East 160.00 feet to the Northwest corner of Lot O 6 .O / 9 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' 'q a95h / / ` / / pye0 b S. Final Plat of Woodlands Edge Addition (Plat G-996) the following eleven (1 1) bearings and distances: i ) North 89'56'05" East 77.67 CER MCAT19 OF RSCORDIRG CO / XX 14 O. 2 29.43'04" 252.50' 130.96' 66.99' / OJ feet; 2 South 87°32'21"East 88.97 feet; 3 South 89°37' 13" East 101.04 feet; 4 North 83"33'42" East 93.26 feet; i North 83°21'S3" This document, number ootrCl94s filed for record / v 0 .%a. p0 "� "7 Q3 38'04'41" 297.50' 197,71' 102.66' 3 /(� 20_n(, in Plot Book_/1 , Paged / / •'`10A. O East 90.00 feet; 6) North 84°l 6' 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 eQ, / yb,,4$• 64°45'45' East 74.41 feet; 10) North 29°46'25" East 115.00 feet; 1 1) on a curve to the right having a radius of 775.00 feet, an are ® 1T3z z3" 252.50' 77.30' 38.95' b�•Oa K^+ distance of 25.83 feet and a chord bearing and distance of South 59°16' 17" East 25.83 feet to the Northeast corner of Lot 12, Block 4, © 84'02'27" 25.00' 36.67' 22.53' (Signed) 1eOb / y p !Y� #h Woodlands Edge Addition (Plat G-678); thence along the Westerly line of said Woodlands Edge Addition (Plat G 996) the following © 74'46'58" 25.00' 32.63' 19.11' PAT LPR r-!.'� yh : a I,� ZT 5 eight 8 bearings and distances: l South 31°41'01" West 115.00 feet; 2 South 55°04'04" East 74.80 feet; 3 South 49°55'08" East 7 40.43'11" 297.50' 211.43' 110.40' � g () g ) ) ) �E CIRC' y�N� 9�ti Oa do o ) ° ) o ) Q ,, :0�� �/�� V\.',v.�r, U �) d ,. Le�7� ^� h��(, / ��62�\ �A �ry0' n 86.49 feet; 4 South 49 35' 14" East 90.00 feet; 5 South 48 59'S5" East 80.12 feet; 6 South 42 43'S3" East 73.23 feet; 7 South 8 23'18'24" 252.50' 102.71' 52.08' 35"00'46" East 77.54 feet; 8) South 30°09'43" East 17.23 feet to the Northwest comer of Lot 6, Block 4, Woodlands Edge Addition s 01.48'08" 297.60' 9.36' 4,68' _ / \`y �• rrrri 11ur rn77 ( ) %' Y g ( ) g ) g 48'29'OB" 60.00' 50.7T 27.02' _ilU i a' _ O ,•� PQ/,/ blS\� '+I�Sj AlE OF"� `�,(:jST�'��7 Plat G-468 ; thence aloe the boundary line of said Woodlands Edge Addition Plat ti-468 the following sixteen (16 bearings and 7 , 7 NOTES: L/ '� ` 7 distances: 1) South 21 °54'55" East 147.80 feet; 2) South 06°05'49" East 151.31 feet; 3) South 09°09'57" West 146.15 feet; 4) South o ,/ ;011 c 1 FOUND 1/6" REBAR AT ALL LOT 0 Q 0 /' ARK�A$��. ° ° 11 79'28'04" 85,00' 117.89' 70.66' rC>?,. CORNERS UNLESS OTHERWISE NOTED. O (0 " OS 53'37" East 90.28 feet; 5) South 65°29'41" West 113.60 feet; 6) South 32°2 ['28" West 57.02 feet; 7) North 53 52'01" West 66.24 j p y t k .-*STATE feet; 8 North 51°36'30" West 75.08 feet; 9 North 38°20'12' East 76.72 feet; 10 North 28°07'05" East 58.41 feet; i 1 North 56'3T23" 80.00' 61.39' 33.89' =- G d 0 2 ALL DISTANCES ALONG CURVES °� Q ti/ + T \ 1, * * * ARtt07°00'45" East 11Q58 feet; l2) North 14 05'37" West 104.3I feet; l3) Norih 35)11'21" West 52.16 feet; 14) North 45°04'S8" West 13 Ot'64'36" 775.00' 25.83' 12.92' 7u^� i ;' ARE CHORD DISTANCES. / �� Q� �p w} REO TER _ N 3 TRACTS F 1, G 2 AND U AREPROF I AL `' 1197.88 feet; 15) North 54°17'49" West 78.87 feet; 16)North 57°59'12" West 78.34 feet to the POINTOF BEGINNING, containing VIA PROTECED GREENBELT AREAS.ph�s EN R 9taNo ? Q s , �a:caned 4 NO PORTION OF THE PROPERTY 49.3 :- SHOWN IS LOCATED WITHIN THE 1�L'u/^�t� 11.756 acres, more Or less. 100-YEAR FLOOD PLAIN AS DESIGNATED / / ` \U +1, ��f ' ?QY GJ .'rJ BY: BY THE FLOOD INSURANCE RATE MAP, / e� ' �' Oi1 �I, L� ` �, DATE: I+JI; i( -30 O 60 120 PANEL NO. 050161 0081 F. PUBLISHED (b N ,tit ���' L q�/' 'i�� f ��` 1 BY THE FEDERAL EMERGENCY MANAGEMENT ��rrr�r�/ 741 111 AGENCY DATED OCTOBER 19, 2001 / hr�, �Ol, 7r r, 1111110/ e „ S:\2003pro\203-168\TRAIL FINAL PLAT\SURVEY-TRAIL-FINALPLAT.dwg / / � Aq 1 =60' ® ®® THE DSGN G3L CUJ�L O( FQ)@@U [L0V@ VER°FY 8CALE SHEET 1 OF 1 BAR IS ONE INCH ON PART OF THE WEST 1/2 OF THE SOUTHEAST 1/4 FINAL PLAT OF TRACT F-1, TRACT G-2, MEHLBURGER DR SDN THE PLANS AND SPECIFICATIONS INCORPORATED ORIGINAL DRAWING. DWG PLLC FIRM, HEREIN, AS A PRODUCT OF DESIGN SERVICES, AND PART OF THE EAST 1/2 OF THE SOUTHWEST 1 /4 TRACT U AND DEDICATION OF PORTIONS NO. SAO.IS THE PROPERTY OF THE MEHLBURGER FIRM 0 ®1" ,,, _,,,,, CHK TpT AND IS NOT TO BE USED IN ANY OTHER DESIGN IF NOT ONE INCH ON OF SECTION 8, T-1-N, R-13-W OF WOODLANDS TRAIL, W O O D S G A T E DATE 02/14/06 APVD WITHOUT EXPRESS WRITTEN PERMISSION. THIS SHEET, ADJUST LITTLE ROCK, PULASKI COUNTY, ARKANSAS DRIVE AND MOSSY CREEK DRIVE PROD 201 South Izard ❑ Little Rock, AR 72201 ❑ 501/375-5331 GTS NO. DATE REVISION BY APVD THE MEHLBURGER FIRM SCALES ACCORDINGLY. - NO 203-1 68