Loading...
HomeMy WebLinkAboutS-1313-Q Map 1"- - - - '-+ OCAi ON h:'' VAu A rtrl¢E, y I ° .µ„ a h' ' , I VICINITY MAP CERTIFICATE OF ENGINEERING ACCURACY I, Wes Lowder , hereby certify that this plat correctly represents a plan made by me, and that the engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with. Date of Execution Wes Lowder Registered Professional Engineer No . 4943 Arkansas CERTIFICATE OF SURVEYING ACCURACY 1, _G)egory T Sullivan , hereby certify that this plat correctly represents a boundary survey 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 been complied with. Date of Execution Gregory T. Sullivan 21 26 Registered Professional Land Surveyor No. 1096 Arkansas 25 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, and do hereby lay off, plat and subdivide said real estate in accordance with this plat. Date of Execution Name Address Source of Title: Instrument No. CERTIFICATE OF RECORDING This document, number filed for record 20 in Plat Book , Page (Signed) 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 Commission 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 1184712.02 33 146896.81 1184020.60 4 146250.75 1184643.53 34 146758,92 1184016.57 5 146296.98 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 11808 4 5.45 38 146577.33 1184247.24 .33 9 146563.17 1183993.37 39 146563.61 1184326.22 10 146601.75 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 146741.63 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 118471g.69 18 146747.12 1183661.51 48 146425.77 1184790.16 19 146789,96 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 146884.51 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 1184864.17 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 TRACT P-1 FOXI=IELD LANE ZA N56032'26"E S72°59'59"E PROTECTED 38.56'CH. r17.93' , GREENBELT 17 BUFFER ----- __ 9 8 � y NO6004' 0"E 3 ; 51.1 -� o0 1f� 16 1� 23 / 15 S83°55'1 "E 00 1g 45.00' s N11°51'04"E ZID to 32 21 16 Olyl t'n I 31 S72059'S9"E 155.00' 33 2 50.7VCH.-� w� 01 14 9.77' 2 o6I �n I S16°34'23"E N 6 o? D,=I o 1 15 N54046'56"E rn I � o 60.41'CH.---�/� ® N @2 1 �_ rn ' 14 N72008'42"E ® ro S02°05'58"W N 57.58'CH. Di i39.21'CH. vOO Z Or? o TRACT BB i 13 N80°20'01"E ° O o� s� . W 9 1 6 80'20CH. h S03°15'02"E PROTECTED 1 00 �� % �N�� yo m CIO 0 51.79'CH. �/ 1� �o• 0 o GREENBELT 34 /J� C7 �jrr BUFFER t4 N200 0'07"E $70°10'01"E 108.47' S14°16'25"E 7 Sd A 0J , S 80.56' 46 77.39' 45.0 - 48.11'CH. do 1 3 4 72.78' „ S70 51'09"E S65°42'57"E 47 80 57'� S69°44' 7"E io N �, 1 J 10 E�1' °OS'0 °0 4.37'CH 4 ° rs \J j/ Of 7 185 S76 8 E S61 p•06„E 1A PROPERTYLINE CURVE DATA DELTA RADIUS ARC TANGENT 1 07°04'50" 297.60' 36.76' 18.41' 2� 16038'23" 252.50' 73.33' 36.93' Q 09°06'18'" 727.50' 115.61" 57.93' 4� 20°51'19" 297.50' 108.29' 54,75' 5� 07°31'26" 252.50' 33.16' 16.60' 6� 12049'37" 297.50' 66.60' 33.44' 7Q 57°31'04" 50.00' 50,19' 27.44' 8� 11°09'56" 85.00' 16.56' 8.31' 0 50-43-16" 50.00' 44.26' 23.70' 10 50°43'16" 50.00' 44,26' 23.70' 11 11047'29" 85.00' 17.49' 8.78' 12 56°42'08" 50.00' 49.48' 26.98' 13 55°58'22" 50.00' 48.85' 26.57' 14 39°35'45" 85.00' 58.74' 30.60' 15 74019'17" 60.00' 64.86' 37.90' 16 11°32'27" 252.50' 50.86' 25.52' 17 100°55'11" 25.00' 44.03' 30.28' 18 01°32'28"" 975.00" 2622' 13.11' 19 03°11'54" 175.00' 9.77' 4.89' 00 15051'31" 25.00' 6.22' 3.48' 21 84002'27" 25.00' 36,67' 22.53' 22 17032'23" 252.50' 77.30' 38.95' CENTERLINE CURVE DATA DELTA RADIUS ARC TANGENT m 07°06'45" 270.19' 33.54' 16,79' ® 09°38'27" 275.00' 79.87' 40.22' ® 09°06'20" 750.00' 119AW 59.72' 20°51'20" 275.00" 100.10' 50.61' ® 07°31'24" 275.00' 36.11' 18.08' ® 12-49133" 275.00' 61.66' 30.91' © 10°35'38" 300.00' 55.47' 27.81' ® 19°06'20" 275.00' 91.70' 46.28' %3 FOXFIELD LANE 12 S60°10'04„E A oIr'), vo o�• Qo tV �^ Z � S60°10'04"E 1 11 PROPERTY DESCRIPTION Part orthe NE 1/4 ofthc SW 1/4, part orthe NW 1/4 of the SW 114 and part ofthe SW 1/4 ofthe NW 1/4 all in Section 8, T'-1-N, 12-13-W, Pulaski County, Arkahsas, more particuhnrly described as follows: BEGINNING at file Northwest corner of'1'ract R-A, Woodlands Edge Addition (Plat 1.1-733), lying on the Southerly proposed right-of-way line of Woodlands Trail; thence along said proposed right-of-way line the following twenty-five (25) bearings and distances: 1) North 50"31'36" West 29.73 feel; 2) on a curve hr2 7.50 feet an are distance of 36.76 feet and a chord hearing and distance to lbe right having a radiusr 9 g of North 46'59' 11" West 36.74 feet; 3) North 43"26'46" West 99.60 feet; 4) on a curve to the left having a radius or252.50 feet an arc distance of 73.33 feet and a chord bearing and distance of Norm 51°45'58" ' 10" West 66.55 feet; G on a curve to the left having a radius of 727.50 West 73 07 feet; 5) North 60"OS ) g a chord bearin and distance of North 64°38' 19" West 115.49 feet; feet, an arc dislahec of 115.61 feet and lee , S 7) North 69" 11'28" West 362.27 feel; 8) on a curve to die right having a radius of 297.50 feet, an are distance of 108.29 feel and a chard bearing aid distance of North 58045'49" West 107.69 feet 9) North 48"20'09" West 58.04 feet; 10) on a curve to the left having a radius of 252.50 feet, an me distance of 33.16 feel and a chord hearing and distance of North 52"05'52" West 33.13 feet; 11) North 55051'35" West 50.65 feel; 12) on a curve to the right having a radius of 297.50 feet, an are distance of 66.60 feet and a chord hearing and distance of North 49°26'46" West 66.46 feel; 13) North 43°01'58" West 44.80 feet; 14) on a curve to the left having a radius of 50.00 feet, an an; distance of 50.19 feet and a chord h clove the right having a radius of bearing and distance of North 71°4T30" West 48.11 (eel; 15) o, a cu o b b 85.00 leet, an are distance of 16.56 feel and a chord bearing aid distance of South 85001'56" West 16.54 feet 16) on a curve to die left having a radius of 50.00 feet, an arc distance of 44.26 feel and a chord hearing and distance of South 65"15' 17" West 42.83 feet; 17) North 56°54' 10" West 45.70 feet; 18) on a curve to die left having a radius of 50.00 feet, an arc distance of 44.26 feet and a chord bearing and distance of North 00"56'24" East 42.83 feet; 19) on a curve to die right having a radius of 85.00 leet an arc distance of 17.49 feel and a chord bearing and distance of North 1803 P30" West 17.46 feet; 20) on a curve to One left having a radius of 50.00 feet, an are distance of 49.48 feet and a chord bearing and 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, aril are distance of 48.85 feet aid a chord bearing and distance of North 80"20'01" Gast 46.93 feet 23) on a curve to the right having a radius of 85.00 feet an are distance or 58.74 feet and a chord bearing and distance of North 72008'42" East 57.58 feet; 24) on a curve to the left having a radius of 50.00 feet, an arc distance of 64.86 feet and a chord bearing and distance of North 54"46'56" East 60.41 feet; 25) on a curve to the left having a radius of 252.50 feet, an arc distance of 50.86 fleet and a chord hearing and distance of North 11'51'04" East 50.77 feet to a point on tie existing Westerly right-of-way line of Woodlands Trail; thence South 83055' 10' East 45.00 feet to a point on the existing Easterly right-of-way line of Woodlands frail; thence along said right-of-way line, North 06'04'50" East 51.15 feet; thence continuing along said right-of-way line on a curve to the right having a radius of 25.00 feel, an ale distance of 44.03 feet and a chord bearing and distance of North 56032'26" East 38.56 feel to a point on die Southerly right-of-way lino of Foxfield Lame; thence along said right-of- way line South 72°59'59" East 17.93 feet; thence South 17"00'01" West 110.00 feet; thence South 72159'59" East 155.00 feet; thence South I6034'23" East 9.77 feel; thence South 01040'21" West 13795 feet; thence South 30015'50" East 87.55 feet; thence South 35o 12' 16" East 56.44 feet thence South 61027'46" Bast 63.41 feet; thence South 73015'53" East 102.64 feet; thence Saudi 80°08'33" East 80.1 G feet; thence South 83043'08" East 80.00 feel; thence South 82018' 10" East 74.45 feel; thence North 10001,09" East 110.00 feel to a point on the proposed right-of-way line of Poxteld Lane; thence along said proposed right-of-way line on a curve to the right having a radius of 975.00 fleet, an ale distance of 26.22 feel and a chord hearing and distance of South 79"12'38" East 26.22 feet; thence South 11033'36" West 110.00 feet; thence South 76008'08" East 72.78 feet; thence South 70*51'09" East 80.56 feet; thence South 65042'57" East 77.39 feet; thence South GI 000'06" 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 Foxfield 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' I8" East 115.00 feet to a point on the Westerly right-of-way line of Pox Den Trail; thence along said right-of-way fine on a curve to the left having a radius of 175.00 feet, an arc distance of 9.77 feet and a chord hearing 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 feet, ail are distance of 6.92 feet and a chord bearing and distance of South 20°42'23" West 6.90 feel to a point on the existing Northerly right- of-way line of Woodlands Trail; thence along said right-of-way line on a curve to the right having a radius of 25.00 feet, a, we distance of 36.67 feel aid a chord bearing and distance of South 70o39'23" West 33.47 feel; 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 58"33' 12" West 77.00 feet; thence South 40' 12'59" West 45.00 feet; thence North 50"31'36" West 75.70 feet to the POINT OF BEGINNING, containing 6.519 acres, more or less. 10 ° 21 o '�W 4480 Sa,SssA % rj 8� 00 S62 60.Op' 9 J 12 N4 47 49 CH. �� o� 6 S49°?6.46„ 7276., / / 8p.i6' �583.43 08 2 �ery 66.4 >c C° 3 63 162.64' ®S80°p8 33 E N. 11 N18°31'30"W 19 o e\46'Cy 50,65 SS?° S61°27 4g•' 37 S73°15'53"E ~ 17.46'CH. 15 14 N49°z6�N ® 05.52 E TRACT BB Corn z 10 N00°56'24"EJ 2 16 13 a6'h1, 5065, 6.oe,CN 5804 PROTECTED co 2 3 F ;pled• W 42.83 CH. 18 17 12 3509cH S58°=4_E GREENBELT x N56°54'10' W 58.9BUFFER 53 O 04t40'CH - - _ - 362.27' _ - _ - S64 38_79_'E 122.63'CH, LL 45.70" 2.83'CH. 66.46'CH. 11 �9g_55.0 S65°15'17"W N49°26'46"W 10 N58•�'H'� _ _ 362.27' [3] �6655' 45'4g..w _ �..�=51`45 knit I 16.54'CH. 44.80' S O - WOODLANDS TRAIL 145' R/WI Nsa^3a'19'w 11s.os'cH. 86.ro'S vo 1 WOO LANDS EDGE N43°01'58"W 4 ° - - 7--.. _ 66.55 �59, N. moo S85°01'56"W Q _ • - - - - - - - - C 48.11'CH. 50.65' 58.04' ® N69 11'28"W 362.27' O 115.49'CH.-'"'�-•_ Nsi� icy ® N BOOK H, PA E 907 N71°47'30"W N55°51'35"W N48920'09' W N64038'19"W © a, 996 . 107.69'CH. j � �, �3 54 115.00' 33.13'CH. °t I� Q� / C5 Q 84 ° 64°2g'18"E 55 19 N58 45'49"W U �f / Q3 66.55' N52°05'52"W / Y N60°05'10"W O\ 9961, 316 °5911" S14 19'18"W 9.77'C C G 33 eby 10 S12039'36" 56 L3� U 6 73.07'CH. 146.'91, Iy •96, 58• W 29.65J(vNN51°45'58"W P/ S20°42'23"W 6.90'CH. 7 20 Seuitr ji17 5 �6 99.60' W � 58 �� Ti7is %�rnl' ,Car �\%`�/Zr✓l N43026'46"W I05.70, / ii„ttrru/,,,, 2O (22 21 S70039'23"W �rO / �d� \1 ��l ���Jv I E . `i�l}1`� 1,1 �1�� 1" (9 36.7WCH. 59 33.47'CH. NOTES L `i ce / � ( I l ��0ARKAE�AB' . �J', ° ` 77.00 C2;W 1 SET 1/2' REBAR WITH CAP AT AL �C/�iJ C(( 1� /I �` �� 's rn re or'•. N46 59"11"W LOT AND RIGHT OF WAY CORNERS. ��I ,� * * * ; nNO.1096 N58° P ` x : NO. 1096 O 2 ALL DISTANCES ALONG CURVES ���v'7 ��29.73' N5 031'3WOARE CFIORD DISTANCES. REQIATEItJPD ' r = 0°31'36" 45.00' 2'5 3 TRACT BB IS A PROTECTED GREENBELT FLOOD PLAIN STATEMENT PROFESSIONAL a T�suarvnrwte �? k� N50031'36"W S40 12 59 W ENUINEEti N� ° AREA. NO PORTION OF THE PROPERTY SHOWN IS LOCATED- 4 ERROR OF CLOSURE EXCEEDS 1/10,000. WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED No.49 3 +1 r0 Y ,l, S ,• H ,� - TRACT R-P L , i o, T •.....•� Sr nn - POINT OF BY THE FLOOD INSURANCE RATE MAP, PANEL NO. /� '�. IL I,A\ �.� ' NING PLAT H 71 P no 3 TR CT AA 2 0 1___� T R AIL W OODLANP AGE 665 BOOK H, 0 TRACT P-1 PROTECTED GREENBELT BUFFER I 0 050181 0081 F, PUBLISHED BY THE FEDERAL ������/�►Y r,,,ttiiniiii�i DCL BEGIN EMERGENCY MANAGEMENT AGENCY DATED OCTOBER 19, 2001r�_ 60 30 0� 60 120 , _ _.__�._ NW CORNER -- -- _ TRACT RA SCALE: 1"=60' --- PLAT H 733 DsGN [n3L MIL OO [ DD O�U�If Gvl5�3 WEROFY DCALE sHEET 1 of 1 © ,�,� BAR IS ONE IfhH ON PART OF THE NE 1 /4 OF THE SW 1 /4 AND PART OF THE FINAL PLAT O F TRACT B B DWG MN THE PLANS AND SPECIFICATIONS INCORPORATED ORIGINAL DRAWING. NW 1 4 OF THE SW 1 4 AND PART OF THE SW 1 /4 OF AND DEDICATION O P PORTIONS No. MEHLBURGER DR SDN HEREIN, AS A PRODUCT OF DESIGN SERVICES, 0mom1° / / FIRM, PLLC IS THE PROPERTY OF THE MEHLBURGER FIRM THE NW 1/4 OF SECTION 8, T-1-N, R-13-W, LITTLE ROCK, CHK TPT AND IS NOT 10 BE USED IN ANY OF TER DESIGN IF NOT ONE INCH ON OF WOODLANDS TRAIL DATE 12-22-06 WITHOUT EXPRESS WRITTEN PERMISSION. THIS SHEET, ADJUST PULASKI COUNTY, ARKANSAS NROOJ 206-164 201 South Izard o tilde Rock, nR 72201 0 501/375-5331 APVD GTS NO. DATE REVISION BY APVD THE MEHLBURGER FIRM SCALES ACCORDINGLY. S:\2004pro\204-139\FINAL PLAT\TRAIL FINAL PLAT.dwg, 1/24/2007 3:10:01 PM, snewton I=