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Home My WebLink AboutZ-7877 Map 20 0 r� 0 0 N u X x N N 0 0 N O 0 U CD (n Y N v` I 0 N 0 / O O 0 N / J 3 a 0 0 I^ 1L 0 o n u o U a O n� � N ✓T � Eoa E U — X 1/2" Rebar NW Corner, NE 1/4, NE 1/4, Section 4, T -1-S, R -13-W 1/2„ 1/2"1/2„ Rebar BASE LINE ROAD (80' R/W) S88'18' 24.8 1'38'18"E 40.00' Rebar o Rebar 12.13 North (1' North of CL Stripe) n of Line -------------------- -- ------ --- _ ---- - -------- -- ------ ------------------- Ln - - __-__-_ S88'18'50"W ---- ------L__ _ ._.._ .�-,.REB ..... ----- x174.24 (D �_ _.._.._.�.._.._._. - - 385.6: (D) I ( ---1-•--- 1351.29' SET 17-70' M 381.5C'.'(M) I 40' 1/2„ Concrete 584.74'(D) 1,'7" �l "---I-Set 587.86' M REBARI 1/2' Rebar Monument O� i Abandoned Frame Building Market Place Pharmacy Steve Roberson 1 ' &Accessory Bldgs, Document #99057796 j & Roy Turnage Document o j ro loo 1 rn� I g #9684447 ao n i ri O. Op 10� 8d) r�iON v'.N N d- I Grubbs, O o o j co a r Hoskyn, i J r o j r r 1 Barton, land 1 Wyatt, Inc, 1103' D 1 ent 1101.83'(M) 61.03' M) Docum89#99065 NE1/4, NE1/4 69.61'D) 4 40.79 acres I 1174.24' D) 1/2" Rebar 287,88'(D) 406.65'(D) 172.68'((M) I l—. 3/4„ ' 866.37'(M) 762.96' D Rebar Pipe I ��. S8801O'14"W (1.94' South ' V= Concrete Monument of Line) NW1/4, NE1/4 15.66 icres \ SW1/4, NE1/4 F \\ 8.84 acres 0 , NET TOTAL ;,670,071.88 sq.ft. 84.25 acres SE1/4, NE1/4 18.95 acres e I ' \ Concrete' Monument \ ' Concrete Monument �S85'12'18"E Concrete Monument - N87'45 2- .- .S83'13'4z„E 200.18, 366-41' Concrete Monument ;,` y) A4 )) N88'58' 345.: - - — - _ 5/8” Rebar INTERSTATE 30 Set 1/2" Rebar FOUAD COTTON PICKER SPINDLE POII\T OF COMMENCEMENT, NORTHEAST CORNER SECTION 4, T -1-S, R -13-W -LINT OF BEGINNING N87 -36'34 "E „ 1 piper ,--- O, �RR Sp ike 336,75 i I cn�o Martin 1(0 Cemetary Set 1/2" Rebar Concrete Monument SCALE: 1" = 200' 200' 100' 0 200' A LEGAL DESCRIPTION FROM WHICH THIS SURVEY WAS MADE A tract of land situated in the NE 1/4 of Section 4, Township 1 South, Range 13 West, Pulaski County, Arkansas, being more particularly described as follows: Commencing at the NE corner of said Section 4, which is also the Point of Beginning; thence along the section line S01'49'40"E, 1800.00 feet to the Northeast corner of Martin Cemetery; thence along the property line of said cemetery S89'28'29 W, 342.48 feet to the Northwest corner of said cemetery; thence continuing along said cemetery property line S00'30'22"E, 541.41 feet; thence S90'W, 338.54 feet to AHD right-of-way; thence N59005'14"W, 152.23 feet to c found concrete monument on the North right-of-way for 1-30; thence continuing along said North right-of-way, N81'26'49"W, 366.62 feet; thence continuing along said right-af-way, S89'23'27"W, 200.47 feet; thence continuing along said right-of-way, N83'29'17"W, 254.86 feet to a found concrete monument on the East right-of-way for 1-430; thence along said East right-of-way of 1-430, N22'25'52"W, 1547.85 feet; thence N89'27'11"E, 762,96 feet to a line located 103 feet west of the West line of NE 1/4 NE 1/4 Section 4; thence along said line 103 feet west of the West line of NE 1/4 NE 1/4 Section 4 NO"04'51"W, 702.78 feet to the centerline of Baseline Road, also being the North boundary line of said Section 4; thence alone said North boundary line of Section 4, N90'E, 1407.38 'fee'.: to the Point of Beginning, on,.: containing 84.6 (t) acres, more or less. LEGAL DESCRIPTION AS SURVEYED A tract of land, being part of the NE 1/4, Section 4, T -1-S, R -13-W, Pulaski County Arkansas, more particularly described as follows: Commencing at a cotton picker spindle at the northeast corner of said Section 4; thence S88°18'50" w along the north line of Section 4 for a distance of 24.87 feet; thence S01'38'18"E, a distance of 40.00 feet to a 1/2" rebar set on the south Right -of -Way line of Baseline Road and the Point of Beginning; thence S88'18'50"W along said Right -of -Way line a distance of 1351,29' to a set 1/2" rebar; thence S02°45'30"E a distance of 705.10 feet to a 1/2" rebar; thence 588'10.14"W a distance of 866.37 feet to a 1/2" rebar on the east Right -of -Way of Interstate 430; thence along said east Right -of -Way of Interstate 430 the following courses and distances: S23'22'30"E, 79.21 feet to a concrete monument; S24'05'00"E, 1474.62 feet to a concrete monument (said line also having a A.H,T.D. Job 6861-4 Right -of -Way Plan bearing of S20'15'07"E); S85'12'18"E, 255.23 feet „ 4. The flood insurance rate map prepared by the Federal Emergency Management Agency, Community Panel Number 050181 0021 E and dated November 3, 1993, shows that no part of this site lies below the 100 - year flood, and that the site has a zone X classification "Areas Determined to be Outside 500 -Year Floodplain". 5. The current Master Street Plan of the City of Little Rock, as obtained from the Department of Planning and Developement, indicates that Base line Road is a Major Arterial Street with a 110 -foot Right -of -Way requirement. 6. The Right -of -Way map of Interstate 430, job #6861, sheet 3 (latest rev. 9-22-72), obtained frcm the A.H.T.D., indicates tinct Baseline Road has a 40 -foot Right -of -Way on each side of the center line, \\1111111111//// ' °�EGISTERF�'', CERTIFICATION OF SURVEY too STATE OF °: I, Lanny R. Beavers, Arkansas Registered Land Surveyor No, 1392, hereby certify ARKANSAS � that a survey crew of Garver Engineers under my direction has performed ! an original survey of the property described hereon, and that this drawing is an 'a all,o \ accurate portrayal of the survey results. 10 )3DIbs °•�•••'•64 S��S Lanny ' eovers, RLS No. 1392 Date 'o ANAL LANA \�\` /�/lllllll1111\\\\\ NAME AND ADDRESS OF OWNER Otter Creek Development Company c/o Mr, Robert McGinnes, Monaging Partner to a concrete monument; NE7 45 25 E, 200.18 feet to a concrete monument; LEGEND S83'13'42"E, 366.41 feet to a concrete monument; S60'35'17"E, 144.77 feet o Found Iron Monument to a 5/8" rebar; thence leaving said east Right -of -Way, N88'58'57"E, O N N 345.25 feet to a set 1/2" rebar; thence NO2°09'25"W, 541.41 feet to a 1" • Set 1/2" Rebar pipe; thence N87'36'34"E, 336.75 feet to a 1/2" rebar set on the west ❑ Found Concrete Monument Right -of -Way line of Sibley Hole Road; thence along said west Right -of -Way line W N01'49'40"W a distance of 1`158.16 feet to the Point of Beginning; and containing !M) Measured Distance 84.25 acres, more or less (u) Recora DistooGa-__fi:om_Deed `Ir GENERAL NOTES 1. * - Basis of Bearings: from Otter Creek Development Co. deed description d U along east property line. 2. No easements are shown on this drawing. O IU W 3. No abstract of title, nor title commitment, nor results of title searches were furnished to the surveyor. There may exist other documents of record which affect this parcel. Except as specifically stated or shown on this plat, this survey does not purport to reflect any of the following which may be applicable to the subject reci estate; easements, other than possible easements W which were visible at the time of making of this survey; and building setback lines; W( estrictive covenants; subdivision restrictions; zoning or other land -use regulations; and any other facts which an accurate and current title search may disclose. 4. The flood insurance rate map prepared by the Federal Emergency Management Agency, Community Panel Number 050181 0021 E and dated November 3, 1993, shows that no part of this site lies below the 100 - year flood, and that the site has a zone X classification "Areas Determined to be Outside 500 -Year Floodplain". 5. The current Master Street Plan of the City of Little Rock, as obtained from the Department of Planning and Developement, indicates that Base line Road is a Major Arterial Street with a 110 -foot Right -of -Way requirement. 6. The Right -of -Way map of Interstate 430, job #6861, sheet 3 (latest rev. 9-22-72), obtained frcm the A.H.T.D., indicates tinct Baseline Road has a 40 -foot Right -of -Way on each side of the center line, \\1111111111//// ' °�EGISTERF�'', CERTIFICATION OF SURVEY too STATE OF °: I, Lanny R. Beavers, Arkansas Registered Land Surveyor No, 1392, hereby certify ARKANSAS � that a survey crew of Garver Engineers under my direction has performed ! an original survey of the property described hereon, and that this drawing is an 'a all,o \ accurate portrayal of the survey results. 10 )3DIbs °•�•••'•64 S��S Lanny ' eovers, RLS No. 1392 Date 'o ANAL LANA \�\` /�/lllllll1111\\\\\ NAME AND ADDRESS OF OWNER Otter Creek Development Company c/o Mr, Robert McGinnes, Monaging Partner BOUNDARY SURVEY Part of NE 114 Section 4 TIS, R13W JOB NO.: 00-1260 DATE: SEPT. 2003 DESIGNED BY: LRB DRAWN BY: CFM SHEET NUMBER 1 N O N N Wco W Q d Z `Ir c a d U m ~ U Z! O IU W C) W W W( (21 (J) m W o a M O r O r BOUNDARY SURVEY Part of NE 114 Section 4 TIS, R13W JOB NO.: 00-1260 DATE: SEPT. 2003 DESIGNED BY: LRB DRAWN BY: CFM SHEET NUMBER 1