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Home My WebLink AboutZ-5365-A Map 2NOTZ: /3eori17g lJofr✓rr/ Shower f�erPan !�/os fieri v�d Fran SOLr9R Observofior�s• Okk�,( nn1 Od O P�}��0l 7 (e fk 00 LC��K O PE 0 t E� '2� qt. 01� of ►0 3l r t. nnII ''o3g oq' o.1,0 Loon R ��f1dh j00� I p0 09DI ti 5 nn40 V� /�fj -'' 2ie:3 ' I p.lf1 o-p.lFl SB8 °433TE /077 OJ/9' ,QZ / p Si aT34 i?4u 2' S �g I rr7« lJo 3 e oGCS le4i ' I o9ue DescrTphon or SWSTCO rr7 This Area Doc. No. 78-3/928 It GRAHAM BLUE PRINT I 888°43'S7"E - �0o y I / - 30.0' 000 F N Sca/e /'/ = IDD' 4 / `wire Fen« Mevnders Near 7/ wer Line o n�•t✓ary � �. �\q ellw - .•4a \9 �ss�an �• (,` 1R Fier- -ricoWe�ns �Ine r 0455 ¢-7 No, 8I:ele Eof% )b / II I No. 1315ye erEat 1 r E�SeMENT anl fdru 112 1 oao / /Cl1 939 page /EleG+r1G Tyne ' i Q}AN5A5 �,p�/EE) cd Bow m+-, oWer 1 00C. NO 8/-05039 5�5.4g 17.40.0 52-1614 3 yo Se,werEa OO(- Liar Q� - Qlro� 7i/ r� OTT, rl r.,-4 Z- 12 elv 455 0 ,,4 LT PVT. im(A �� EleG+r�ci�'On '(Pans Tovder �Ine {• 70o vR. FL J / Poo/� 2�Gtey' 0 18urned Ou>`) \ 1 i I +r ' ' 1 i Ori vewo} hed f THIS 4REA ABOVE l00 Y a \ r to + 1�p� x crISfin Drive °y .(O A' I : . 9 woy �WIlk ��I�.-Shed12 �a}erl �000�P- 4-7OO Genf` � / tato �ne EpSc30 Fro t� yam' J004 9004 , x-575 IN�TE GENERAL NOTE5 Approximate limns of Floodcuay and Flood Plain are estimated from Flooduiay and FIRM maps for the City of btfle Rock, Arkansas, as prepared by Federal Emergency Management Agency, Cornmunify Pone/ No. 05018100/9 dated August 5, 1985. 2'. field survey data and easement information shown hereon may prepared under the direclion of Roberl C. Lowe, Arlfonsas RL.S *12. L 700' To 2- 30 2r 8�g X705 'i Eosemen EOSer77e!") � ' Doc No 82- /3908 n m \1 V o' h h° 44 j1f I p;8fB 1D 53"E 140 7 IX ti X Qr �Q % 0 . ...... °' m IIN P! �0V4 3 1` O Ci o' IOo � Se � v o FLOOOWAY ..................... '0 s6 3\ " 5ory nary See- line // �i05E�i1 �iin�rl iwi vs e'sgd,kdd &/�SJ,W.A.. L4�.L�� /Gil l- ZS ^rid 6 m ` ,.%%�,1STFJ�� •. SPATE OF ••., : _ �ARKA.tiSAS A � 1 .0 cPJ'j d�RT 0 .1LF:; ''•'�q 1.. � ANA, ,�•,. PROPERTY DESCRIPTION The NEk, NE4; the SW%, NEA; the SE4, NWA; the part of the SE4, NE4 lying north of Interstate 30; part of the NWA, SE4 lying north of Interstate 30; the part of the NE4, SW4 lying north of Interstate 30 and part of the NE4, NWA, all in Section 8, T -1-S, R -13-W, Little Rock, Pulaski County, Arkansas, more particularly described as: Beginning at the NE Corner of the said NES, NE4 of Section 8; thence S01°19'59"W along the East line of said NEk, NE4 and said SEN, NE4 1688.12 feet to a point on the Northerly R/W line of U.S. Interstate 30; thence 543.09159"W along the Northerly R/W line of said U.S. Interstate 30, 63.0 feet to the point of curvature of a curve to the right (said curve having a central angle of 32'02' and a radius of 3669.76 feet); thence in a Southwesterly direction along the arc of said curve to the right to a point (said curve segment having a chord bearing and distance of 545020'42"W, 279.0 feet); thence N42'28136"W, 250.0 feet; thence S47"31124"W, 100.0 feet; thence S02'31'24"W, 331.92 feet to a point on the above described curve to the right; thence in a Southwesterly direction along the arc of said curve to the right to the point of tangency thereof (said curve segment having a chord bearing and distance of 563.58141"W, 1428.30 feet); thence continue along the Northerly R/W line of said U.S. Interstate 30 the following courses: 575.48117"W, 1004.90 feet; N14'11'43"W, 250.0 feet; 575.48117"W, 150.0 feet; 529`14'00"W, 275.39 feet; S75°4811711W, 890.0 feet to a point on the west line of the NEk, SW% of said Section 8; thence NO2°06'32"E along the West line of said NEA, SW% and said SEA, NWA, 2025.67 feet to the NW Corner of said SEA, NWA; thence S88°43157"E along the north line of said SEA, NWA, 30.00 feet; thence NO2'59'02"W, 172.49 feet to a point on the Southerly R/W line of Arkansas State Highway #5 (Stagecoach Road); thence N59'58'20"E along the Southerly R/W line of said road 105.25 feet; thence S30038131"E, 267.04 feet to a point on the North line of said SEN, NWA; thence S88.43157"E along the North line of said SEA, NW4 1077.19 feet to the NE Corner thereof; thence S89°07'44"E along the North line of said SW%, NEA, 1294.91 feet to the NE Corner thereof; thence N01010113"E along the West line of said NE4, NEA, 1320.11 feet to the NW Corner thereof; thence S88'52156"E along the North line of said NE4, NEk, 1278.99 feet to the NE Corner thereof and the Point of Beginning, containing 165.602 acres, more or less. CERTIFICATE THE UNDERSIGNED, A REGISTERED PUBLIC SURVEYOR HEREBY CERTIFIES THAT: (A) THIS SURVEY AND THE PROPERTY DESCRIPTION SET FORTH HEREON ARE TRUE AND CORRECT AND PREPARED FROM AN ACTUAL ON -THE -GROUND SURVEY OF THE REAL PROPERTY SHOWN HEREON; (B) SUCH SURVEY WAS CONDUCTED BY THE SURVEYOR, OR UNDER HIS SUPERVISION; (C) ALL MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THE LOCATION, SIZE AND TYPE OF MATERIAL THEREOF ARE CORRECTLY SHOWN; (D) THAT THE PROPERTY DESCRIPTION AND PLAT SHOWN HEREON IS A PART OF AND WHOLLY CONTAINED WITHIN THE PROPERTY SHOWN ON AND DESCRIBED IN THAT CERTAIN SURVEY PREPARED UNDER MY DIRECTION ON OCTOBER 20, 1988 AND THAT THERE ARE NO OVERLAPS OF OR GAPS FROM THE COMMON BOUNDARIES AS SHOWN AND DESCRIBED THEREON; (E) EXCEPT AS SHOWN HEREON, THERE ARE NO ENCROACHMENTS ON TO THE PROPERTY OR PROTRUSIONS THEREFROM, THERE ARE NO IMPROVEMENTS ON THE PROPERTY, THERE ARE NO VISIBLE EASEMENTS OR RIGHTS OF WAYS ON THE PROPERTY, AND THERE ARE NO DISCREPANCIES, CONFLICTS, SHORTAGES IN AREA OR BOUNDARY LINE CONFLICT; (F) THE SIZE, LOCATION AND TYPE OF IMPROVEMENTS ARE AS SHOWN HEREON AND ALL ARE LOCATED WITHIN THE BOUNDARIES OF THE PROPERTY AND SET BACK FROM THE PROPERTY LINES THE DISTANCES INDICATED; (G) THE DISTANCE FROM THE NEAREST INTERSECTING STREET OR ROAD IS AS S110WN; (H) THE PROPERTY .LAS ACCESS TO 4 -ND FROM A PUBLIC ROADWAY; (I) ALL - RECORDED EASEMENTS HAVE BEEN CORRECTLY PLATTED THEREON; (J) THE BOUNDARIES, DIMENSIONS, AND OTHER DETAILS SHOWN HEREON ARE TRUE AND CORRECT. FOR THE USE AND BENEFIT OF BEACH ABSTRACT 6 GUARANTY COMPANY AND TICOR TITLE INSURANCE COMPANY AND METROPOLITAN NATIONAL BANK. BY: Gem L �11 Ronnie D. Hall RIS No. 865 Vro wn G GowS o `1V D O 0455 ¢-7 No, 8I:ele Eof% )b / II I No. 1315ye erEat 1 r E�SeMENT anl fdru 112 1 oao / /Cl1 939 page /EleG+r1G Tyne ' i Q}AN5A5 �,p�/EE) cd Bow m+-, oWer 1 00C. NO 8/-05039 5�5.4g 17.40.0 52-1614 3 yo Se,werEa OO(- Liar Q� - Qlro� 7i/ r� OTT, rl r.,-4 Z- 12 elv 455 0 ,,4 LT PVT. im(A �� EleG+r�ci�'On '(Pans Tovder �Ine {• 70o vR. FL J / Poo/� 2�Gtey' 0 18urned Ou>`) \ 1 i I +r ' ' 1 i Ori vewo} hed f THIS 4REA ABOVE l00 Y a \ r to + 1�p� x crISfin Drive °y .(O A' I : . 9 woy �WIlk ��I�.-Shed12 �a}erl �000�P- 4-7OO Genf` � / tato �ne EpSc30 Fro t� yam' J004 9004 , x-575 IN�TE GENERAL NOTE5 Approximate limns of Floodcuay and Flood Plain are estimated from Flooduiay and FIRM maps for the City of btfle Rock, Arkansas, as prepared by Federal Emergency Management Agency, Cornmunify Pone/ No. 05018100/9 dated August 5, 1985. 2'. field survey data and easement information shown hereon may prepared under the direclion of Roberl C. Lowe, Arlfonsas RL.S *12. L 700' To 2- 30 2r 8�g X705 'i Eosemen EOSer77e!") � ' Doc No 82- /3908 n m \1 V o' h h° 44 j1f I p;8fB 1D 53"E 140 7 IX ti X Qr �Q % 0 . ...... °' m IIN P! �0V4 3 1` O Ci o' IOo � Se � v o FLOOOWAY ..................... '0 s6 3\ " 5ory nary See- line // �i05E�i1 �iin�rl iwi vs e'sgd,kdd &/�SJ,W.A.. L4�.L�� /Gil l- ZS ^rid 6 m ` ,.%%�,1STFJ�� •. SPATE OF ••., : _ �ARKA.tiSAS A � 1 .0 cPJ'j d�RT 0 .1LF:; ''•'�q 1.. � ANA, ,�•,. PROPERTY DESCRIPTION The NEk, NE4; the SW%, NEA; the SE4, NWA; the part of the SE4, NE4 lying north of Interstate 30; part of the NWA, SE4 lying north of Interstate 30; the part of the NE4, SW4 lying north of Interstate 30 and part of the NE4, NWA, all in Section 8, T -1-S, R -13-W, Little Rock, Pulaski County, Arkansas, more particularly described as: Beginning at the NE Corner of the said NES, NE4 of Section 8; thence S01°19'59"W along the East line of said NEk, NE4 and said SEN, NE4 1688.12 feet to a point on the Northerly R/W line of U.S. Interstate 30; thence 543.09159"W along the Northerly R/W line of said U.S. Interstate 30, 63.0 feet to the point of curvature of a curve to the right (said curve having a central angle of 32'02' and a radius of 3669.76 feet); thence in a Southwesterly direction along the arc of said curve to the right to a point (said curve segment having a chord bearing and distance of 545020'42"W, 279.0 feet); thence N42'28136"W, 250.0 feet; thence S47"31124"W, 100.0 feet; thence S02'31'24"W, 331.92 feet to a point on the above described curve to the right; thence in a Southwesterly direction along the arc of said curve to the right to the point of tangency thereof (said curve segment having a chord bearing and distance of 563.58141"W, 1428.30 feet); thence continue along the Northerly R/W line of said U.S. Interstate 30 the following courses: 575.48117"W, 1004.90 feet; N14'11'43"W, 250.0 feet; 575.48117"W, 150.0 feet; 529`14'00"W, 275.39 feet; S75°4811711W, 890.0 feet to a point on the west line of the NEk, SW% of said Section 8; thence NO2°06'32"E along the West line of said NEA, SW% and said SEA, NWA, 2025.67 feet to the NW Corner of said SEA, NWA; thence S88°43157"E along the north line of said SEA, NWA, 30.00 feet; thence NO2'59'02"W, 172.49 feet to a point on the Southerly R/W line of Arkansas State Highway #5 (Stagecoach Road); thence N59'58'20"E along the Southerly R/W line of said road 105.25 feet; thence S30038131"E, 267.04 feet to a point on the North line of said SEN, NWA; thence S88.43157"E along the North line of said SEA, NW4 1077.19 feet to the NE Corner thereof; thence S89°07'44"E along the North line of said SW%, NEA, 1294.91 feet to the NE Corner thereof; thence N01010113"E along the West line of said NE4, NEA, 1320.11 feet to the NW Corner thereof; thence S88'52156"E along the North line of said NE4, NEk, 1278.99 feet to the NE Corner thereof and the Point of Beginning, containing 165.602 acres, more or less. CERTIFICATE THE UNDERSIGNED, A REGISTERED PUBLIC SURVEYOR HEREBY CERTIFIES THAT: (A) THIS SURVEY AND THE PROPERTY DESCRIPTION SET FORTH HEREON ARE TRUE AND CORRECT AND PREPARED FROM AN ACTUAL ON -THE -GROUND SURVEY OF THE REAL PROPERTY SHOWN HEREON; (B) SUCH SURVEY WAS CONDUCTED BY THE SURVEYOR, OR UNDER HIS SUPERVISION; (C) ALL MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THE LOCATION, SIZE AND TYPE OF MATERIAL THEREOF ARE CORRECTLY SHOWN; (D) THAT THE PROPERTY DESCRIPTION AND PLAT SHOWN HEREON IS A PART OF AND WHOLLY CONTAINED WITHIN THE PROPERTY SHOWN ON AND DESCRIBED IN THAT CERTAIN SURVEY PREPARED UNDER MY DIRECTION ON OCTOBER 20, 1988 AND THAT THERE ARE NO OVERLAPS OF OR GAPS FROM THE COMMON BOUNDARIES AS SHOWN AND DESCRIBED THEREON; (E) EXCEPT AS SHOWN HEREON, THERE ARE NO ENCROACHMENTS ON TO THE PROPERTY OR PROTRUSIONS THEREFROM, THERE ARE NO IMPROVEMENTS ON THE PROPERTY, THERE ARE NO VISIBLE EASEMENTS OR RIGHTS OF WAYS ON THE PROPERTY, AND THERE ARE NO DISCREPANCIES, CONFLICTS, SHORTAGES IN AREA OR BOUNDARY LINE CONFLICT; (F) THE SIZE, LOCATION AND TYPE OF IMPROVEMENTS ARE AS SHOWN HEREON AND ALL ARE LOCATED WITHIN THE BOUNDARIES OF THE PROPERTY AND SET BACK FROM THE PROPERTY LINES THE DISTANCES INDICATED; (G) THE DISTANCE FROM THE NEAREST INTERSECTING STREET OR ROAD IS AS S110WN; (H) THE PROPERTY .LAS ACCESS TO 4 -ND FROM A PUBLIC ROADWAY; (I) ALL - RECORDED EASEMENTS HAVE BEEN CORRECTLY PLATTED THEREON; (J) THE BOUNDARIES, DIMENSIONS, AND OTHER DETAILS SHOWN HEREON ARE TRUE AND CORRECT. FOR THE USE AND BENEFIT OF BEACH ABSTRACT 6 GUARANTY COMPANY AND TICOR TITLE INSURANCE COMPANY AND METROPOLITAN NATIONAL BANK. BY: Gem L �11 Ronnie D. Hall RIS No. 865 Vro wn G GowS