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Home My WebLink AboutS-1458 Map 3N 74°52'05" E- 2 5.11' S 88013'18" E 0.82' 0) W O IDR SET 1/20 REBAR W/CAP IR DRAINAGE AND UTILITY EASEMENT DEDICATED THIS PLAT 1/2" REBAR ® �84.18' 25.11' FOUND g / �D 0 1Cn CD 411 e Pita co - (Dj �V MON. W/BRASS CAP FOUND NO. I DATE I REVISION S 00027'57" W SOUTH FILMORE STREET - R/W VARIES 573.92' 25' BUILDING LINE - DEDICA TED EASEME 2THIS PI° _�3.00W S 10^ 0 „ N 00025'15" E LOT 1 3.212 ACRES .36' S 46°14'28" W-� 28.66'-CHORD m, 6 NI 09°56'18„ W �� I ti _ 2g8.66' ti I'02" E 97.73' S 02'17'19' W 74.27' ] FDj } -DRAINAGE yr xr h4$.S!# w t A fEDICATjr ED �� S PLAT 10«2 5 W COLEMAN CREEK DRAINAGE RIGHT-OF-WAY DESCRIPTION RIGHT-OF-WAY DEDICATION DESCRIPTION 546.76' Part of the Northeast 1/4 of the Southwest 114 of the Southwest 1/4, Section 6, Part of the Northeast 1/4 of the Southwest 1/4 of the Southwest 1/4, Section 6, Township 1 North, Range 12 West, Little Rock, Pulaski County, Arkansas, being Township 1 North, Range 12 West, Little Rock, Pulaski County, Arkansas, being more particularly described as follows: more particularly described as follows: Commencing at a found 112 inch rebar at the Southeast comer of said NE 1/4, SW Commencing at a found 1/2 inch rebar at the Southeast corner of said NE 1/4, 1/4, SW 1/4; thence North 01 020'35" East 29.27 feet to a found 1/2 inch rebar on the SW 1/4, SW 1/4; thence North 01 °20'35" East 29.27 feet to a found 1/2 inch h North right-of-way line of GVest 10 Street' thence along the h right-of-way e ce a Nortline of 9 ih rebar on the North right-of-way line of West 10 r POINT 9 Y Street and the O NT OF th North 7'S9'01" West 3 .1 f i West 10 Street ort 8 e 30 3 feet to a set 1/2 inch rebar and the m BEGINNING; thence along the North right-of-way line of West 10 Street, North POINT OF BEGINNING; thence continuing along the North right-of-way line of West 87059'01" West 45.56 feet to a set 1/2 inch rebar and cap on the proposed West 10 ' Street. North 87059'01,' West 39.31 feet to a found chiseled hole in the headwall right-of-way line of South Filmore Street; thence along said proposed right-of-way over Coleman Creek; therce North 00'25'15" East 384.48 feet to a set 1/2 inch rebar line on a curve to the left, having a radius of 20.00 feet, an arc distance of 31.96 and cap; thence North 19`10" 3" East 98.07 feet to a set 112 inch rebar and cap; feet and a chord bearing and distance of North 46'14'28" East 28.66 feet to a set thence North 55'13'19' Eest 71.42 feet to a set 1/2 inch rebar and cap; thence North °09'05" 1/2 inch rebar and cap; thence continuing along said proposed right-of-way line 53016'51" East 42.51 feet to a set 12 inch rebar and cap; thence North 41 North 00'27'57" East 545.96 feet to a set 1/2 inch rebar and cap on the Southerly East 19.45 feet to a set 1/2 inch rebar and cap on the Southerly right-of-way line of right-of-way line of Interstate Highway No. 630; thence along said right-of-way Interstate Highway No. 630; thence along said right-of-way line North 85°19'57" East line South 88°13'18" East 0.82 feet; thence continuing along said right-of-way 26.18 feet to a set 1/2 inch rebar and cap; thence continuing along said right-of-way line South 88'13'18" East 80.55 feet to a set 1/2 inch rebar and cap; thence South line North 74052'05" East 25.11 feet to a point on the existing centerline of South 40*17'33" West 48.03 feet to a set 112 inch rebar and cap; thence South 43°48'09° Filmore Street; thence along said centerline South 00027'57" West 573.92 feet to West 31.86 feet to a set 1/2 inch rebar and cap; thence South 60037'40" West 48.57 the POINT OF BEGINNING, containing 0.329 acres, more or less. feet to a set 1/2 inch rebar and cap; thence South 57'29'36" West 60.21 feet to a set 1/2 inch rebar and cap; thence South 16042'03" West 65.10 feet to a set 1/2 inch rebar and cap; thence South 00°39'31" East 111.22 feet to a set 1/2 inch rebar and cap; thence South 01'11'1T' West 48.59 feet to a set 1/2 inch rebar and cap; thence South 04'07'08" West 46.67 feet to a set 1/2 inch rebar and cap; thence South 08'31'59" West 44.63 feet to a set 1/2 inch rebar and cap; thence South 10*41'42" West 94.93 feet to a set 112 inch rebar and cap; thence South 22054'34" West 40.14 feet to the POINT OF BEGINNING, containing 1.047 acres, more or less. mum P.O.B. R/W DEDICATION 1/2" REBAR FOUND W/CAP I I f- z I W uj w 0 WI-- a OD _ �F OD �N ZLu 1- to r) ¢'i OD OD NI Q w ?o It_ O O In 0 IOD N PROPERTY DESCRIPTION Part of the Northeast 114 of the Southwest 1/4 of the Southwest 1/4, Section 6, Township 1 North, Range 12 West, Little Rock, Pulaski County, Arkansas, being more particularly described as follows: Commencing at a found 1/2 inch rebar at the Southeast corner of said NE 1/4, SW 1/4, SW 1/4; thence North 01020'35" East 29.27 feet to a found 112 inch h n rebar o the N right-of-way f W h North ri ht-of-wa line o West 10 Street thence a9 then Ion the North right-of-way line of West 101' Street, North 87059'01" West 45.56 feet to a set 112 inch rebar and cap on the proposed West right-of-way line of South Filmore Street and the POINT OF BEGINNING, thence continuing along the North right- of-way line of West 10'h Street, North 87°59'01" West 323.88 feet to a found chiseled hole in the headwaff over Coleman Creek, thence North 00'25'15" East 546.76 feet to a found 1/2 inch rebar on the Southerly right-of-way line of Interstate Highway No. 630; thence along said right-of-way line North 85019'57" East 163.18 feet to a set 1/2 inch rebar and cap; thence continuing along said right-of-way line South 88*13'18" East 182.25 feet to a set 1/2 inch rebar and cap on the proposed West right-of-way line of South Filmore Street; thence along said proposed right-of-way line South 00027'57" West 545.96 feet; thence continuing along said proposed right-of-way line on a curve to the right having a radius of 20.00 feet, an arc distance of 31.96 feet and a chord bearing and distance of South 46'14'28" West 28.66 feet to the POINT OF BEGINNING, containing 4.439 acres, more or less. FINAL PLAT OF FAIR PARK STORAGE SUBDIVISION, BEING A PART OF THE NE 1/4, SW 1/4, SW 1/4, SECTION 6, TOWNSHIP 1 NORTH, RANGE 12 WEST, LITTLE ROCK, PULASKI COUNTY, ARKANSAS No REBAR FD. Y �1/2" SE CORNER NE 1/4, SW 1/4, SW 1/4, o uI a+b SECTION 6, T-1-N, R-12-W A ! ' N 01020'35" E 29.97' r 87'59'01" W m 45. 6' R/W CURVE DATA ` PI, "A Qr 91°33'02" "O'"rl u ❑ j 31bR7Y3 T= 20.55' 3uur R= 20.00' 3MI31d w*`: P.O.B. > I i '� � an oi3ua F- CERTIFICATE OF SURVEYING ACCURACY `! d � � AT UJI to I, GREGORY T. SULLIVAN hereby certify that zry s� Am A this plat correctly represents a boundary survey made Jet d ,s F sax, I' Cn or verified by me, all monuments required actually exist 3: and are correctly shown hereon and that all surveying W _ requirements of the Little Rock Subdivision Rules and ;, is „ ~O Regulations have been complied ith. r o y t- (0 6113 c)Z Z WDate of Execution GregoryY Sullivan 3 Registered Professional Land Surveyor (4.1 No. 1096 Arkansas VICINITY MAP CERTIFICATE OF OWNER W th N.T.S. HOLE IN WALL FOUND I e, a 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 " f GV� plat. / fo o (),4- � / � l /4 D tDof Execution Name Sid�iev M. Thom. L.P. Address 2300 Country Club Lane Little Rock, AR 72207 Source of Title: D.R. Book 1115, Page 591 Date of Execution Name Phi p H.VThom. Trustee Address 3125 Kennedy Dr.. #305 Salt Lake City, UT 84108 _ Source of Title: D.R. Book 1115, Page 591 _ a L" Dat�3 "of Execution Name Ron> H. Thom Address 21740 Whitewood Dr. Steamboat Springs, CO 80487 Source of Title: D.R. Book 1115, Page 591 zO z Date of Execution Name AA rd Fair Park Storage, Limited Partnership Address 15400 Knoll Trail, Ste 106-LB42 Dallas, TX 75248 Source of Title: D.R. 2004064484, 2004064485, 2004064486 STATE PLANE COORDINATES NORTHING EASTING 1 149326.6770 1211162.33 83 2 149338.0726 1210838.6591 3 149884.8193 1210842.6749 4 149898.0978 121 1005.3137 5 149892.4419 1211187.4801 6 149346.5020 1 1211183.0414 GENERAL NOTES 1. BASIS OF BEARINGS - STATE PLANE COORDINATES. 2. 1/2" IRON PINS W/CAP SET AT ALL CORNERS UNLESS NOTED OTHERWISE. 3. ERROR OF CLOSURE EXCEEDS - 1:50,000 4. THE COLEMAN CREEK DRAINAGE R/W DEDICATION LIES ALONG THE COLEMAN CREEK FLOODWAY. FINAL PLAT OF LOTS 1& 2 FAIR PARK STORAGE SUBDIVISION, LITTLE ROCK, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY I, BRIAN L. VINES , 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 co 'ed with. 8. smzao� Date of Execution Brian L. Vines Registered Professional Engineer No. 9418 Arkansas 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 . locP Date of Execution L.R. Plan ' g Commission CERTIFICATE OF RECORDING This document, umber filed for rec�d —, 20 in Plat Book Page (Signed) cAr, LYN aTAI_ 5Y, C; rcuit bounty N6 Clerk ............ s` a — s H ' PO AT 1' e` I � 7f fined By.DATE: 30 15 0 30 1"=30' Thompson EDga..ring a TCO company 10 Bhnrklelord PIM Phone 501.868.3820 Lit11e Rook, A>17MI Pax 5IL868.496 STATE OF ARK 8 , �j0 10 -C SIGNATUR fit mr`' S -- I(m SHEET EET DATE 6/23/04 PROJ 03-4110-0012 NO.