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HomeMy WebLinkAboutS-1313-Q Map 2i I 1� Z T VICINITY MAP 28 CERTIFICATE OF ENGINEERING ACCURACY 1, Wes Lowder , hereby certify that this plat correctly represents a plan made by me, and that the engineering req uirements uirements of the Little Rock Subdivision q Rules and Regulations have been complied with. Date of Execution Wes Lowder Registered Professional Engineer No. 4943 Arkansas CERTIFICATE OF SURVEYING ACCURACY e o T. Sullivan Gregory I, 9 rY hereby certify that represents a bounds survey made this tat correctly P rY Y P or verified b me all monuments required actual) Y q Y exist correct) shown hereon and that all surveying and are Y Y 9 requirements of the Little Rock Subdivision Rules and Regulations have been complied with. / Date of Executon Gregory Sullivan Registered Professional Land Surveyor No. 1096 Arkansas 21 I 26 ' 25 FOXFIELD LANE N56032'26"E S72059'59"E 38.56'CH. %-17.9_ 3' 17 9 3® 8 U) 1 N06004' 0"E 51.1 0 0 1Pj •o 0 19 S83°55'1 "E y 45.00' Q 1.4' 16 N11°51'04"E- 6 Z I 5.01 50.77'CH. r'rt�°I �� 155.00' 32 10' SEWER EASEMENT w^' a°�I S72°59'59"E to C a? w I 31 9.77' RECORDED AS 59.6' Oa nI -4 S16°34'23"E INST. NO.�I�O17"�IQMf� o= p�o21 No'� 15 N54046'56"E rn I I 10' SEWER EASEMENT >, 60.41'CH.1�� ® I TO BE DEDICATED THIS PLAT C 14. N72008'42"E 24 c 57.58'CH. rO S02005'58"W �39.21'CH. TRACT BB 13 N80°20'01"E Q 46.93'CH. o S03015'02"E PROTECTED 6 / Dry 51.79'CH. GREENBELT P BUFFER N20° 0'07"E S70°10'0 "E 108.47' S14016'25"E 45.0 N \�48.11'CH. S69°44 7"E io 4 4.37'CH rn 21 p ° 76. q48 12 N40°58'49"W o' S 47.49'CH. ©0 0l 6-46 ' 4 11 N1817146 CH. 19 ° N46646'Oy ,F z 16 15 14 9?6 6® XISTING SEWER ASEMENT %b CERTIFICATE OF OWNER We, the undersigned, owners of the real estate shown and described herein, do hereby certify that we have laid off, platted and subdivided P and do hereby la off, Y Y plat and subdivide said real estate in accordance with this plat. �orrcc?` rope, Le- 3 1 So Date of Execution Name K1nG Address ZDZ4 1G VA-14ev D Source of Title: Instrument No. 2 aSG4%% 24P.5033 Z7S CERTIFICATE OF RECORDING i document, number 900'70,W(n-5 filed for record t 20 , in Plat Book 14- Page (�/�l o PAT O'13AfEN, 6--- - R:alto - "' " (Signed)) h' f'•fprk n � Clerk CERTIFICATE OF FINAL APPROVAL Pursuant to the Little Rock Subdivision Rules and Regulations, and all of the conditions of approval having been completed, this document is hereby accepted. This certificate is hereby executed under the authority of said rules and regulations. Date of Execution L.R. Planning G Commission TRACT P-1 2A PROTECTED GREENBI=L 1- BUFFER 23 22 VP OO 1 &OO �J 1A 3 1 21 V2 20 13 19 PAGIS BOUNDARY COORDINATES NO. NORTHING EASTING NO. NORTHING EASTING 1 146086.36 1184820.26 31 146951.49 1183869.59 2 146153.38 1184738.88 32 146906.17 1184017.81 3 146178.44 11 84712.02 33 1 146896.81 1184020.60 4 146250.75 1184643.53 3 4 146758.92 11 4016.57 8 5 146295.98 1184586.13 35 146683.30 1184060.70 6 146329.17 1184528.44 36 146637.18 1184093.24 7 146378.63 1184424.09 37 146606.89 1184148.95 8 146507.33 1184085.45 38 146577.33 1 247.24 1 84 9 6563 14 .17 1183993.37 39 146563.61 1184326.22 10 1466 01.75 1183950.01 40 146554.86 1184405.74 11 146622.11 1183923.87 41 146544.89 1184479.52 12 146650.53 1183881.95 42 146653.21 1184498.65 13 146693.75 1183831.45 43 146648.30 1184524.41 14 146726.50 1183800 88 44 146540.53 1184502.37 15 146741.53 1183755.17 45 146523.09 1184573.03 16 146740.10 1183738.70 46 146496.66 1184649.14 17 146722.17 1183699.80 47 146464.84 1184719.69 18 146747.12 1183661.51 48 14 425.77 6 1184790,16 19 146789.95 1183662.21 49 146346.18 1184928.96 20 146806.51 1183656.67 50 146441.60 1184983.68 21 146842.36 1183625.52 51 146433.72 1184997.43 22 146884.61 1183641.43 52 146329.97 1184937.12 23 146892.39 1183687.69 53 146259.30 1184886.43 24 146910.04 1183742.49 54 146186.05 1184854.17 25 146944.88 1183791.84 55 146136.49 1184957.94 26 146994.57 1183802.27 56 146127.02 1184955.52 27 146989.80 1183847.01 57 146098.09 1184949.02 28 147040.67 1183852.43 58 146091.64 1184946.58 29 147061.93 1183884.60 59 146080.55 1184915.00 30 147056.69 1183901.75 60 146120.72 1184849.32 @18 493 NN 9)-4 to to Z to N (' oo,?M oW y t o tti • OW 1� o q %1 11 %b %I 1GJ 5 80.56' 46 77.3'3' 1 72.78' „ S65°42'S7"E S70°51'09"E 47 80 57'� S76°OS'08 E S61 00'06"E 1A PROPERTYLINE CURVE DATA DELTA RADIUS ARC TANGENT iQ 07°04'50" 297.60' 36.76' 18.41' �2 16°38'23" 252.50' 73.33' 36.93' Q 09°06'18" 727.50' 116,61' 57.93' 4Q 20951'19" 297.50' 108.2.9' 54.75' 5Q 07°31'26" 252.50' 33.16' 16.60, Q 12049'37" 297,50' 66.60' 33.44' 7Q 57031'04" 50.00' 50AW 27.44' Q 11°09'56" 85.00' 16.56' 8.31' 9 50 43'16" 50.00' 44.28' 23.70' 10 50 43'16" 50.00' 44.26' 23.70' 11 11047'29" 85.00' 17.49' 8.78' 12 56042'08" 50.00' 49.48' 26.98' 13 55°58'22" 50.00' 48,86' 26,57' 14 39°35'45" 85.00' 58.74' 30.60' 15 74019'17" 50.00' 64.80' 37.90' 16 11°32'27" 252.50' 50.86' 25.52' 17 100°55'11" 25.00' 44.0:;' 30.28' 18 01032'28" 975.00' 26.22'�- 13.1V 19 .03011'54" 175.00' 9.77' 4.89' QO 15951'31" 25.00' 6.92' 3.48' 21 84002'27" 25.00' 36.67' 22.53' 22 17°32'23" 252.50' 77.30' 38.95' CENTERLINE CURVE DATA DELTA RADIUS ARC TANGENT ❑1 07006'45" 270.19' 33.64' 16.79' ® 09°38'27" 275.00' 79.87' 40.22' ® 09006'20" 750.00' 119.19, 59.72' ® 20051'20" 276.00' 100.10' 50.61' © 07031'24" 275.00' 36,11' 18.08, ® 12°49'33" 275.00' 61.56' 30.91' © 10035'38" 300.00' 55.47' 27.81' ® 19006*20" 275,00' 91.70' 46.28' %3 FOXFIELD LANE 5 Sh6°10 04' Sn r�2 S600u0'04"E A o try rr 0 p1' .NO ov p 0 e o 3 rNl ►oc >11 UO r11 / p 1,6' � 583 b3' V' 2 Q F 3 63 41 102.64' ®S80008 33"E 65• S5 S61°27'46" S73°15'53"E N, ;5• 36 a s2-•F E TRACT BB CD 0) z 0 aV7 0:214_V(� PROPERTY DESCRIPTION'� U/ Part of the NE 1/4 of the SW 1/4, part of the NW 1/4 of the SW 1/4 and part of the SW 1/4 of the' N W 1/4 all in Section 8 T-I-N R-13-W Pulaski Count Arkansas more particularly e , Y, P Y described as follows: BEGINNING at the Northwest corner of Tract R-A, Woodlands Edge Addition (Plat 11-733), lying on the Souther) proposed fight -of -way line of Woodlands Trail' thence along said r y p p g y g d proposed right-of-way line the following twenty-five (25) bearings and distances: 1) North 50131'36" West 29.73 feet; 2) on a curve to the right having a radius of 297.50 feet, an are distance of 36.76 feet and a chord hearing and distance of North 4659' 11" West 36.74 fcet; 3) North 43026'46" West 99.60 feet; 4) on a curve to the left having a radius of 252.50 feel, an are distance of 73.33 feet and a chord bearing and distance of North 51045'58" West 73.07 feet• 5 Norlh 6WO5' l0" West 66.55 feet; 6 on a curve to the I • eft having a radius of 727.50 feet an we distance of 115.61 feet and a chord hearingand distance f o North 64°38' 19" West 1 I5.49 feet , 7) North 6T 1 I'28" West 362.27 feet; 8) on a curve to the right having a radius of 297.50 feet, an arc distance of 108.29 feet and a chord hearing and distance of North 58'45'49" West 107.69 feet; 9) North 48020'09" West 58.04 feel; 10) on a curve to the left having a radius of 252.50 feet, an are distance of 33.16 feet and a chord hearing and distance of North 52005'52" West 33.13 feet; 11) North 55'5115" West 50.65 feet' 12 on a curve to the right having a radius of 297.50 f an are is feet, c distance of 66.60 feel B B 1, and a chord bearing and distance of North 49°26'46" West 66.46 feet; 13) North 43°01'58" West 44.80 feet; 14 oil a curve to die left havinga radius of 50.00 fee an are distance of 50 19 feet an chord t, a dac od hearingand distance of North 71"47'30" West 48.11 feet; 15 on a curve to the right having ) t gl t o ng a radius of 85.00 fee an are distance of 16.56 feet and a chord bearing and distance of South 85'01'56" W 4 t, g West 16.5 feet; 16) on a curve to the left having a radius of 50.00 feet, an are distance of 44.26 feet and a chord bearing and distance of South 65'15' I T' West 42.83 feet; 17) North 56054' 10" West 45.70 feet; 18) on a curve to the IeR having a radius of 50.00 feet, an are distance of 44.26 feet and a chord bearing and distance of North 00'56'24" East 42,83 fee(; 19) on a curve to the right having a radius of 85.00 feet, an are distance of 17.49 feet and a chord bearing and distance of North 18031'30" West 17.46 feet; 20) on a curve to the left having a radius of 50.00 feet, an are distance of 49.48 feet and a chord bearing arrd distance of North 40'58'49" West 47.49 feet; 21) North 20040'07" East 45.05 feet; 22) on a curve to the left having a radius of 50.00 feet, an we distance of 48.85 feet and a chord bearing arrd distance of North 8(°2O'OI" East 46.93 feet; 23) on a curve to the right having a radius of 85.00 feet, an arc distance of 58.74 feet and a chord bearing and distance of North 72'08'42" East 57.58 feet; 24) on a curve to the tell having a radius of 50.00 feet, an arc distance of 64.86 feet and a chord bearing and distance of North 54146'56" East 60.41 feet; 25) on a curve to the led having a radius of 252.50 feet, an are distance of 50.86 feel axi a chord hearing and distance of North 11'51'04- East 50.77 feet to a point on the existing Westerly rightof-way line of Woodlands Trait; thence South 83°55' 10' East 45.00 feet to a point on the existing Easterly right-of-way line of Woodlands Trail; thence along said right-of-way line, North 06004'50" East 51.15 feet; thence continuing along said right-of=way line on a curve to the right having a radius of 25.00 feet, an are distance of 44.03 feet and a chord bearing and distance of North 56°32'26" East 38.56 feet to a point on the Southerly right-of-way line of Foxficld Lane; thence along said right-of- way tine South 72059'59" East 17.93 feet; thence South 17000'01" West 110.00 feet; thence South 72059'59" East 155.00 feet; thence South 16°34'23" East 9.77 feet; thence South 01040'21" West 137.95 feet; thence South 30' 15'50" East 87.55 feet; thence South 35012' 16" East 56.44 feet; thence South 61"27'46" East 63.41 feet; thence South 73115'53- East 102.64 feet; thence South 80°08'33" East 80.16 feet: thence South 83'43'08" East 80.00 feet; thence South 82018'10" East 74.45 feet; thence North 10101'09" East 110.00 feet to a point on the proposed right -or -way line of Foxfield Lane; thence along said proposed right-of-way line on a curve to the right having a radius of 975.00 feet, an arc distance of 26.22 feet and a chord bearing and distance of South 79'12'38" East 26.22 feet; thence South 11 033'36" West 110.00 feet; thence South 76°08'08" East 72.78 feet; thence South 70051'09" East 80.56 feet; thence South 65042'57" East 77.39 feet; thence South 61°00'06" East 80.57 feet; thence South 60'10'04" East 160.00 feet; thence North 29049'56" East 110.00 feet to a point on the proposed right-of-way line of Foxf ield Lane; thence along said proposed right -of way line, South 60' 10'04" East 15.85 feet; thence South 30°10'24" West 120.00 feet; thence South 35038'52" West 86.98 feet; thence South 23°46'15" West 80.04 feet; thence South 64028' 18" East 115.00 feet to a point on the Westerly right-of-way line of Fox Den Trail; thence along said right-of-way line on a curve to the left having a radius of 175.00 feet, an arc distance of 9.77 [bet arid a chord bearing and distance of South 14'19' 18" West 9.77 feet; thence continuing along said right-of-way line, South 12°39'36' West 29.65 feet; thence continuing along said right-of-way line, on a curve to the right having a radius of 25.00 lbet, an arc distance of 6.92 feet and a chord bearing and distance of South 20"42'23" West 6.90 feet to a point on One existing Northerly fight - of -way line or Woodlands "frail; (hence along said right-of-way line on a curve to the right having a radius of 25.00 feet, an arc distance of 36.67 feet and a chord bearing and distance of South 70°39'23" West 33.47 feet; thence continuing along said right-of-way line on a curve to the right having a radius of 252.50 feet, an arc distance of 77.30 feet and a chord bearing and distance of North 58033' 12" West 77.00 feet; thence South 40012'59" West 45.00 feet; thence North 50031'36" West 75.70 feet to the POINT OF BEGINNING, containing 6.519 acres, more or less. A g 3 TR CT AA TRACT P-1 PROTECTED GREENBELT BUFFER QN00°56 24 E CN Sa, CO0 10 42.83'CH. 18 Q 0 13 3 04, PROTECTED ' 2 9 6 O so9"Cy �8°45'4g.• GREENBELT Cl) X N56°54'10"W 17 12 58,04, 91.4p•- �E _ _ - - _ 362.27' - S64°38_19_'E 122,63'CH. BUFFER 53 O 45.70' 2.83'CH. 66.4WCH. 11 �99.55CH - - - - - - LL S65°15'17"W N49926'46"W 10 NSg; �H•� ® - - s� _ +�_ 66.55' T _ 362.27' _ 16.54'CH. 45 49 w - _ �`5r° a4.ao' - WOODLANDS TRAIL Ins R/wJ Nsa°°38'19"w 11s.os'cH. e, o�S�E (0 '9. 1 WOO LANDS EDGE 1 A f S85°01'56"W N43°01'58"W a -. ° __ __ • __� 66.55' �9.5 Cy ° ao 48.11'CH. 50.65' 58.04' ® N69 11'28' W 362.27' - - O 115.49'CH.-�.�._ N j �Cy © N N71°47'30"W N55°51'35"W N48°20'09"W 7 N64°38'19"W © �►� 58 W 995 U1 E 45• K H, PA E 907 33.13'CH. 107.69'CH. O \ �3 54 115,00, N58°45'49"W N52005'52"W Q3 66.55' 9 S4 50 ° 64°28'19,7 5 19 N60°05'10"W O sSr. 3r7859y7,F S14 19'18"W 9,77'C ----- 73.07'CH. T /V433,g6CH, 10596 S12°39'36"w 29.65" TRAIL N51°45'58"W J s°sg.r�w S20042'23"W 6.90'CH. • ® WOODLANDS 665 s9.'46 PAGE Na3°2s'as'•w 0 'os o � � � BOOK H' ��q� x````t,nntntnryrr/', O 59 21 S70039'23"W NOTES AS +A MATE OF�� �. tiC IZ o, 36.74'CH. 33.47'CH. 1 SET 1/2" REBAR WITH CAP AT ALL +++ AI3K AG 4 'STAT N46°59'11"W 77.00'CH. LOT AND RIGHT OF WAY CORNERS. + ( Q 2 ALL DISTANCES ALONG CURVES + = ARK Nsns '. - N58°33'12"W �k * * * // ; No s • 1 75.70' 0 It t, e REGIBTI( - f+�r- �% 29.73' N50°31'36"W 45.00' i 11" ARE CHORD DISTANCES. R PR FE" h,�3[G, a U4 - _ 0 S40°12'59"W igne FLOOD PLAIN STATEMENT t t NATURE S; _ N50 31'36"W 1 3 TRACT BB IS A PROTECTED GREENBELT (} = - AREA. NO PORTION OF THE PROPERTY SHOWN IS LOCATED }4� %�:~O/ V1v:C� BY: `� 4 ERROR OF CLOSURE EXCEEDS 1/10,000. WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED �j,�0 9 _ }} % fp' r T. S • ' S .� �``�� BY THE FLOOD INSURANCE RATE MAP, PANEL NO. -� C 1} '�, �1. LW .11 } '� �� POINT OF TRACT R-A DATE: CJ ( k 050181 0081 F, PUBLISHED BY THE FEDERAL '�����L i���Mr/ r''rrrr,,,,,,tttlt` BEGINNING PLAT H 733 , ` �< EMERGENCY MANAGEMENT AGENCY DATED OCTOBER 19,2001 60 30 0 60 120 NW CORNER TRACT RA PLAT H 733 SCALE: 1"=60' ���a473 l THE DSGN LCM�C OIL DOC�MG4lCa4� PiEROFY $CALC� BAR IS ONE INCH ON PART OF THE NE 1/4 OF THE SW 1/4 AND PART OF THE FINAL PLAT ®F TRACT B B SHEET 1 of 1 MEHLBURGER DR THE PLANS AND SPECIFICATIONS INCORPORATED ORIGINAL DRAWING. AND DWG SDN HEREIN, AS A PRODUCT OF DESIGN SERVICES, 0 ® 1" NW 1 /4 OF THE SW 1 /4 AND PART OF THE SW 1 /4 OF A 1 V ® DEDICATION o F PORTIONS NO. FIRM, PLLC IS THE PROPERTY OF THE MEHLBURGER FIRM I ertom _ am�°f°r° CHK TPT AND IS NOT TO BE USED IN ANY OTHER DESIGN IF NOT ONE INCH ON THE NW 1/4 OF SECTION 8, T-1-N, R-13-W, O F WOODLANDS nI TRAIL / DATE 1 Z-22-06 WITHOUT EXPRESS WRITTEN PERMISSION. THIS SHEET, ADJUST LITTLE ROCK PULASKI COUNTY ARKANSAS W ®®®L A I V ®S EDGE ADDITION ' PROJ 201 South Izard o Little Rock, AR 72201 0501/375-5331 APVD GTS NO. DATE REVISION BY APVI) THE MEHLBURGER FIRM SCALES ACCORDINGLY. ' NO 205-164