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Home My WebLink AboutZ-5286 Map 3EOF30- EST- 25 /'STOP OF HEADWALL 258.00 / E30" 254.38 (PIP_ E SILTED) --. —� . r PP \ 40.00' ATER PH itl91NG sy y THIS LP.F C� AREA O \ \\ \ PP. Ngo • \ \ GUY IRE / 3g♦ �10 G� \\ \ vs '0 \\ "6 \ IV IX NOTE: THE EXACT LOCATION OF THE EASEMENTS RECORDED IN INSTRUMENT NO. 87-77834 AND BOOK 468, PAGE III, CAN NOT BE DETERMINED, BUT THEY DO NOT APPEAR TO CROSS THE PROPOSED BUILDING LOCATION. ___LITTLEROCK PORT_ AUTHORITY RAILROAD - TRACKS___(70' R/WZ _, 257 — — ---- 256 — 255 c= — --- --- 254 -- 253 --------- S 71* ' 4 g" E - - -- \'\ 25.00' S'N GUY WIRE \ TELE.PED. i \ \ GCT ATBT \ \ FIBER OPTIC CABLE \, , 255 SANITARY SEWER MANHOLE \\ TOP RIM 259.19; IE -24780 OF8"-247.60—�*vAL E-�, �� ,4 WATo \ VALVE CONCRETE BOXy POWER O A METAL BOX, WATER \ METER 8k SHUT-OFF PROPERTY DESCRIPTION 8" POLE Part of Section 17, T -1-N, R -11-W, Pulaski County, Arkansas being uvakNinieSlGN) more particularly described as follows: SANITARY SEWER M TOP RIM 261.88 Starting at the Southwest Corner of the Southeast 1/4 71f said Section IL IN OFt3 247.03 „ h u E R_OUTOFd 246.98 17; thence South 88 47 31 East 1025.32 feet, t encs North 01 12 29 est 1887.64 feet to a point on the North right-of-way line of Lindsey Road; thence along said North right-of-way line of Lindsey Road the following three (3) courses and distances: 1) North 75°01'45" West 117.33 feet; 2) North 71'16'09" West 650.53 feet; 3) Along a curve to the right having a radius of 703.94 feet, an arc distance of 48.37 feet and a chord which bears North 69018'02" West 48.36 feet to the POINT OF BEGINNING; thence continuing along said North right-of-way line on a curve to the right having a radius of 703.94 feet, an arc distance of 658.70 feet and a chord which bears North 40' 31'34" West 634.93 feet; thence continuing along said North right-of-way line North 13043'08" West 75.05 feet to a point on the South right-of-way line of the Little Rock Port Authority Railroad; thence South 71°15'49" East along said South right-of-way line 586.00 feet; thence South 18044'11" West 387.84 feet to the POINT OF BEGINNING containing 3.599 acres, more or less. , 2ss ucT SURVEYOR' CERTIFICATION The undersigned hereby certifies to Sierra Capital Fealty Services, Lawyers Title Insurance Corp. and The Prudential Insurance Cos an of .liner Ica, A New Jerse Mutual Iaurince Companyand its subsidiaries as o the ata ereo , that this survey correctly shows, on the basis of a field survey in accordance with the current Minimum Standad Detail Roquirementa for Land Title Surveys jointly established and adopted by ALTA and ACSN: 1. a fixed and determinable position and location of the land described thereof (including the position of the point of beginning); Z. the location of all buildings, structures and other improvements situated on the described land; and 3. the location of all driveways or other cuts in the curbs or any street on which the described land abuts. The print of survey reflects boundary lines of the described land which 'close by engineering calculation. Except as shcwr. on this survey, there are no visible easements or rights-of-�+ay yr other easements or rights-of-way which are of record affectiag the land, nor, except as shown, are there any building rcs'trictions or setback lanes, party walls, encroachments, or any overhangs of any improvements onto any easements, rights-of-way or adjacent lard nor any encroachments or overhangs onto the described land. The described land is currently zoned I-2 Licht Industrial System and, pursuant to such classification, may be u_se for the -following purposes: including tint not limited to warehousing and wholesaling. The number of actual parking spaces on the described land is 31 proposedand the minimum number of parking spaces required by applicable law are 30. THE MEHLBURGF.R FIRM, INC. — By. V'e Ou �_---- -_- 1--256 25.00' e.EE 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 A ACTUAL ON -THE -GROUND SURVEY OF THE REAL PROPERTY SHOWN HEREON; (B) SUCH SURVEY WAS CONDUCTED BY THE SURVEYOR, OR UNDER HIS SUPERVISION; IC) ALL MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THE LOCATION, SIZE AND TYPE OF MATERIAL THEREOF ARE CORRECTLY SHOYN; (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 BY ME ON Se tember li 1989 AND THAT THERE ARE NO OVERLAPS OF OR GAPS FROM THE CO ON BOUNDARIES AS SHOWN AND DESCRIBED THEREON; (E) EXCEPT AS SHOWN HEREON, THERE ARE NO ENCROACHMENTS ON THE PROPERTY OR PROTRUSIONS THEREFROM, THERE ARE NO IMPROVEMENTS ON THE PROPERTY, TO THE BEST OF MY KNOWLEDGE THERE ARE NO VISIBLE EASEMENTS OR RIGHTS OF WAYS ON TIIE 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; IG) THE DISTANCE FROM THE NEAREST INTERSECTING STREET OR ROAD IS AS SHOWN; (H) THE PROPERTY HAS ACCESS TO AND FROM A PUBLIC ROADWAY; (I) ALL RECORDED EASEMENTS IF POSSIBLE 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 d GUARANTY COMPANY AND TICOR TITLE INSURANCE COMPANY AND MERCANTILE BANK N.A. AND CMSMI EIGHTY FOUR LIMITED PARTNERSHIP, A TEXAS LIMITED PARTNERSHIP. —te Caate H. Michael Watson — — — AR RPLS Y957 2 51 -- 251 - t 252 �0 \ 254-- 25 54 3 255 _� \ 1 OD o PROPOSED 50,000 S.F. WAREHOUSE BUILDING V ,,\\,- �- \2 \ - S3 TEL - c 252 _ \ \?S2 C 2 c250 CURB �� \ \\\�—� 249 255 20 30 60 SCALE \ 3 PROPERTY LINE-R/W CURVE DATA Z = 53e 36'48" T = 355.69' �j• R = 703.94 p L = 658.70' OD C = 634.93' \3g � 3� 253 _ 'REBARSET 8. BELL TELEPHONE MANHOLE 6 Wq7 POINT OF BEGINNING" N71'16'09''W 69018'02"W I.FF0.66 650.53' 48.36 SOUTHEASTERLY ON LIN ` PF ------ c SHOULDER \\R yt 6"- O O �� 4 S I W0 QJ BASIS OF BEARING ��_ ----- W NORTH LINE OF SURVEY BY �-- H2 BILLY P. TYLER, DATED 5-11-89 _ w SHOULDER SOUTHWEST CORNER SE 1/4 SECTION 17, A� T - I - N, R - I I - W Sa6 SURVEY UPDATE I I - 9 - 89 �ttEGISTER�O .. srAir E3r'•.• r • ARKANS •y a C NO. _ ,< _ ` ANA 11 Ah Z ••.,,� LANna�. N 75001'45"W 117.33' N 010 12'2 9" E 1887. C " Mehiburger Tanner Robinson &Associates Architects -Engineers COPYRIGHT la Mehiburger Tanner Robinson 8 Associates DRAWN EY tr, /tom'- YV CHECKED BY: APPROVED 9Y: e OU U ; CL O of Q -n ixZQ U toI <t (n ^Oy — z (3. Y .J Q O LLJ a Z0� Y QH-z Q U O U } W 0 U 0 O W LU _J Z n 2 F Oa_J O I— J t1 iD m0(L z 0 N > a 0 Z > • W W a o 03 , I W z 0LA z I— . a Z W 2 W w w W W 0 0 a W a 0 a } W > 0 z — EOF30- EST- 25 /'STOP OF HEADWALL 258.00 / E30" 254.38 (PIP_ E SILTED) --. —� . r PP \ 40.00' ATER PH itl91NG sy y THIS LP.F C� AREA O \ \\ \ PP. Ngo • \ \ GUY IRE / 3g♦ �10 G� \\ \ vs '0 \\ "6 \ IV IX NOTE: THE EXACT LOCATION OF THE EASEMENTS RECORDED IN INSTRUMENT NO. 87-77834 AND BOOK 468, PAGE III, CAN NOT BE DETERMINED, BUT THEY DO NOT APPEAR TO CROSS THE PROPOSED BUILDING LOCATION. ___LITTLEROCK PORT_ AUTHORITY RAILROAD - TRACKS___(70' R/WZ _, 257 — — ---- 256 — 255 c= — --- --- 254 -- 253 --------- S 71* ' 4 g" E - - -- \'\ 25.00' S'N GUY WIRE \ TELE.PED. i \ \ GCT ATBT \ \ FIBER OPTIC CABLE \, , 255 SANITARY SEWER MANHOLE \\ TOP RIM 259.19; IE -24780 OF8"-247.60—�*vAL E-�, �� ,4 WATo \ VALVE CONCRETE BOXy POWER O A METAL BOX, WATER \ METER 8k SHUT-OFF PROPERTY DESCRIPTION 8" POLE Part of Section 17, T -1-N, R -11-W, Pulaski County, Arkansas being uvakNinieSlGN) more particularly described as follows: SANITARY SEWER M TOP RIM 261.88 Starting at the Southwest Corner of the Southeast 1/4 71f said Section IL IN OFt3 247.03 „ h u E R_OUTOFd 246.98 17; thence South 88 47 31 East 1025.32 feet, t encs North 01 12 29 est 1887.64 feet to a point on the North right-of-way line of Lindsey Road; thence along said North right-of-way line of Lindsey Road the following three (3) courses and distances: 1) North 75°01'45" West 117.33 feet; 2) North 71'16'09" West 650.53 feet; 3) Along a curve to the right having a radius of 703.94 feet, an arc distance of 48.37 feet and a chord which bears North 69018'02" West 48.36 feet to the POINT OF BEGINNING; thence continuing along said North right-of-way line on a curve to the right having a radius of 703.94 feet, an arc distance of 658.70 feet and a chord which bears North 40' 31'34" West 634.93 feet; thence continuing along said North right-of-way line North 13043'08" West 75.05 feet to a point on the South right-of-way line of the Little Rock Port Authority Railroad; thence South 71°15'49" East along said South right-of-way line 586.00 feet; thence South 18044'11" West 387.84 feet to the POINT OF BEGINNING containing 3.599 acres, more or less. , 2ss ucT SURVEYOR' CERTIFICATION The undersigned hereby certifies to Sierra Capital Fealty Services, Lawyers Title Insurance Corp. and The Prudential Insurance Cos an of .liner Ica, A New Jerse Mutual Iaurince Companyand its subsidiaries as o the ata ereo , that this survey correctly shows, on the basis of a field survey in accordance with the current Minimum Standad Detail Roquirementa for Land Title Surveys jointly established and adopted by ALTA and ACSN: 1. a fixed and determinable position and location of the land described thereof (including the position of the point of beginning); Z. the location of all buildings, structures and other improvements situated on the described land; and 3. the location of all driveways or other cuts in the curbs or any street on which the described land abuts. The print of survey reflects boundary lines of the described land which 'close by engineering calculation. Except as shcwr. on this survey, there are no visible easements or rights-of-�+ay yr other easements or rights-of-way which are of record affectiag the land, nor, except as shown, are there any building rcs'trictions or setback lanes, party walls, encroachments, or any overhangs of any improvements onto any easements, rights-of-way or adjacent lard nor any encroachments or overhangs onto the described land. The described land is currently zoned I-2 Licht Industrial System and, pursuant to such classification, may be u_se for the -following purposes: including tint not limited to warehousing and wholesaling. The number of actual parking spaces on the described land is 31 proposedand the minimum number of parking spaces required by applicable law are 30. THE MEHLBURGF.R FIRM, INC. — By. V'e Ou �_---- -_- 1--256 25.00' e.EE 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 A ACTUAL ON -THE -GROUND SURVEY OF THE REAL PROPERTY SHOWN HEREON; (B) SUCH SURVEY WAS CONDUCTED BY THE SURVEYOR, OR UNDER HIS SUPERVISION; IC) ALL MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THE LOCATION, SIZE AND TYPE OF MATERIAL THEREOF ARE CORRECTLY SHOYN; (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 BY ME ON Se tember li 1989 AND THAT THERE ARE NO OVERLAPS OF OR GAPS FROM THE CO ON BOUNDARIES AS SHOWN AND DESCRIBED THEREON; (E) EXCEPT AS SHOWN HEREON, THERE ARE NO ENCROACHMENTS ON THE PROPERTY OR PROTRUSIONS THEREFROM, THERE ARE NO IMPROVEMENTS ON THE PROPERTY, TO THE BEST OF MY KNOWLEDGE THERE ARE NO VISIBLE EASEMENTS OR RIGHTS OF WAYS ON TIIE 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; IG) THE DISTANCE FROM THE NEAREST INTERSECTING STREET OR ROAD IS AS SHOWN; (H) THE PROPERTY HAS ACCESS TO AND FROM A PUBLIC ROADWAY; (I) ALL RECORDED EASEMENTS IF POSSIBLE 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 d GUARANTY COMPANY AND TICOR TITLE INSURANCE COMPANY AND MERCANTILE BANK N.A. AND CMSMI EIGHTY FOUR LIMITED PARTNERSHIP, A TEXAS LIMITED PARTNERSHIP. —te Caate H. Michael Watson — — — AR RPLS Y957 2 51 -- 251 - t 252 �0 \ 254-- 25 54 3 255 _� \ 1 OD o PROPOSED 50,000 S.F. WAREHOUSE BUILDING V ,,\\,- �- \2 \ - S3 TEL - c 252 _ \ \?S2 C 2 c250 CURB �� \ \\\�—� 249 255 20 30 60 SCALE \ 3 PROPERTY LINE-R/W CURVE DATA Z = 53e 36'48" T = 355.69' �j• R = 703.94 p L = 658.70' OD C = 634.93' \3g � 3� 253 _ 'REBARSET 8. BELL TELEPHONE MANHOLE 6 Wq7 POINT OF BEGINNING" N71'16'09''W 69018'02"W I.FF0.66 650.53' 48.36 SOUTHEASTERLY ON LIN ` PF ------ c SHOULDER \\R yt 6"- O O �� 4 S I W0 QJ BASIS OF BEARING ��_ ----- W NORTH LINE OF SURVEY BY �-- H2 BILLY P. TYLER, DATED 5-11-89 _ w SHOULDER SOUTHWEST CORNER SE 1/4 SECTION 17, A� T - I - N, R - I I - W Sa6 SURVEY UPDATE I I - 9 - 89 �ttEGISTER�O .. srAir E3r'•.• r • ARKANS •y a C NO. _ ,< _ ` ANA 11 Ah Z ••.,,� LANna�. N 75001'45"W 117.33' N 010 12'2 9" E 1887. C " Mehiburger Tanner Robinson &Associates Architects -Engineers COPYRIGHT la Mehiburger Tanner Robinson 8 Associates DRAWN EY tr, /tom'- YV CHECKED BY: APPROVED 9Y: [GALE: 1"=30' DATE: 9-14-89 W J � W � J 15 a11W PROJECT NO. 2 89 - 223 WE[T NO. OU U ; CL O of Q -n ixZQ U toI <t (n ^Oy — z (3. Y .J Q O LLJ a Z0� Y QH-z Q U O U } W 0 U W Q O - W LU _J Z n 2 F Oa_J O I— J t1 iD m0(L W J � W � J 15 a11W PROJECT NO. 2 89 - 223 WE[T NO.