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Home My WebLink AboutZ-5286 Map 4e H D G = 53° 36'48" CERTIFICATE The undersigned hereby certifies to Sierra Capital Realty = 355.69 Services, Lawyers 'title Insurance Corp. 'and The Prudential THE UNDERSIGNED, A REGISTERED PUBLIC SURVEYOR HEREBY CERTIFIES Insurance Com an Of America, A New .,ease Nutua Insurance THAT; 4A) THIS SURVEY AND THE PROPERTY DESCRIPTION SET FORTH Z HEREON ARE 'TRUE AND CORRECT AND PREPARED FROM A ACTUAL survey correctly shows, on the basisof a field survey in ON -THE -GROUND SURVEY OF THE REAL PROPERTY SHOWN HEREON; (B) SUCH accordance with the current Minimum Btandad Detail Requirements SURVEY WAS CONDUCTED BY THE SURVEYOR, OR UNDER HIS SUPERVISION; for Land Title Surveys jointly established and adopted by ALTA P (C) ALL MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THE and ACSN: LOCATION, SIZE AND TYPE OF MATERIAL THEREOF ARE CORRECTLY SHOWN; (D) THAT 1. a fixed and determinable position and location of tile land THE PROPERTY DESCRIPTION AND PLAT SHOWN HEREON IS A PART OF AND WHOLLY CONTAINED described thereof (including the position of the point of WITHIN THE PROPERTY SHOWN ON AND DESCRIBED IN THAT CERTAIN begrnning)t SURVEY PREPARED BY ME ON September 14, 3989 AND North right-of-way line North 13°43'08" West 75.05 feet to a point on the THAT THERE ARE NO OVERLAPS OF OR GAPS PROM THE COMMON �UNDAAIES 2. the location of all dei buildings, structures and ocher AS SHOWN AND DESCRIBED THEREON; (E1 EXCEPT AS SHOWN HEREON, THERE N ARE NO ENCROACHMENTS ON THE PROPERTY OR PROTRUSIONS THEREFROM, South 18044'1111 West 387.84 feet to the POINT OF BEGINNING containing 3.599 THERE ARE NO IMPROVEMENTS ON THE PROPERTY, TO THE BEST OF MY 3. the location of all driveways or other cute in the curbs or KNOWLEDGE THERE ARE NQ VISIBLE EASEMENTS OR RIGHTS OF WAYS ON any street on which the described land abuts. THE PROPERTY, AND THERE ARE NO DISCREPANCIES, CONFLICTS, SHORTAGES IN Z0 F AREA OR BOUNDARY LINE CONFLICT; (F) THE SIZE, LOCATION AND TYPE > OF IMPROVEMENTS ARE AS SHOWN HEREON AND ALL ARE LOCATED which 'close by engineering calculation. F.xccpt as shown on this WITHIN THE BOUNDARIES OF THE PROPERTY AND SET survev, there are no visible easements or rights-of-way or other BACK FROM THE PROPERTY LINES T14E DISTANCES INDICATED; easements or rights-of-way which are of record affecting the (G) THE DISTANCE FROM THE NEAREST INTERSECTING STREET OR land, nor, except as shown, are there any building restrictions ROAD IS AS SHOWN; (11) THE PROPERTY HAS ACCESS TO AND FROM or setback lines, party walls, encroachments, or any overhangs of A PUBLIC ROADWAY; (I) ALL RECORDED EASEMENTS IF POSSIBLE any improvements onto any easements, rights-of-way or adjacent HAVE BEEN CORRECTLY PLATTED THEREON; (J) THE land nor any encroachments or overhangs onto the described land. BOUNDARIES, DIMENSIONS, AND OTHER DETAILS SHOWN HEREON ARE TRUE The described land is currently zoned I-2 Light Industrial AND CORRECT. TB Seam and, pursuant to such classification, may a vise 'or moa - e ollowing purposes: including but not limited to warehousing FOR THE USE AND BENEFIT OF BEACH ABSTRACT b GUARANTY COMPANY and wholesaling. The number of actual parking spaces on the AND TICOR TITLE INSURANCE COMPANY AND MERCANTILE described land is 31 proposed and the minimum number of parking BANK N.A. AND CMSMI EIGHTY FOUR LIMITED PARTNERSHIP, A TEXAS LIMITED PARTNERSHIP. Spaces required by app tcable aw are 30. THE MEHLBURGER FIRM, INC. 6 DateH. Michael Watson By. /,4 1. e AR RPLS 0957 2 > m W d) O , W r` o o Z ro a Z W W WW W 0 0 a w a CL0 W > rid — � OF 30"- EST -25' /STOP OF HEADWALL 258.00 / IE 30" 254.38 PIPE SILTED) ' PP 1/ 40.00 ATER P id INGA sy y THIS \ I.P.F AREA \ \ 0 255 \\ LP.F \ N NgOPP \ �\ \ GUY � 3g♦ \ �� V7.n a \ 2 ys s Z, TELE. ,off \\ \ uc caeLE) \ y% \ GUY WIRE \ �9� TELE. PED. P.P. , G \ \ 26\ T AT ST FIBER OPTIC CABLE �N \ FIRE ` SANITARY SEWER MANHOLE GAS JiYDRAN TOP RIM 259.19; IECIJTOFB-247.80VALVE -�, 4 -WATER \ VALVES CONCRETE BOX Gu G 9'' POWER POLE -it \ '\ 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. -CL LITTLE PORT_ AUTHORITY RAILROAD TRACKS (70' R/W� _ - 257 — 256 _ -- -- f 255 c — 254-- Jf -- ��+a 71* 5, 4 E — 25_ _ J 25.00' _--- - C_ 252 — —� PROPOSED 50,000 S.F WAREHOUSE BUILDING_ 3.599 ACRES ± `SSS UGT �� \ —SPP ---WIRE \� \\ - - TEL 17_ URB \�\ \_< c252 8 TTER j � �\ MEDIAN ; \�\�� SURVEYOR'. CERTIFICATION G = 53° 36'48" CERTIFICATE The undersigned hereby certifies to Sierra Capital Realty = 355.69 Services, Lawyers 'title Insurance Corp. 'and The Prudential THE UNDERSIGNED, A REGISTERED PUBLIC SURVEYOR HEREBY CERTIFIES Insurance Com an Of America, A New .,ease Nutua Insurance THAT; 4A) THIS SURVEY AND THE PROPERTY DESCRIPTION SET FORTH ompany xn its subsidiaries as ° the ate ereo-, t at t a HEREON ARE 'TRUE AND CORRECT AND PREPARED FROM A ACTUAL survey correctly shows, on the basisof a field survey in ON -THE -GROUND SURVEY OF THE REAL PROPERTY SHOWN HEREON; (B) SUCH accordance with the current Minimum Btandad Detail Requirements SURVEY WAS CONDUCTED BY THE SURVEYOR, OR UNDER HIS SUPERVISION; for Land Title Surveys jointly established and adopted by ALTA P (C) ALL MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THE and ACSN: LOCATION, SIZE AND TYPE OF MATERIAL THEREOF ARE CORRECTLY SHOWN; (D) THAT 1. a fixed and determinable position and location of tile land THE PROPERTY DESCRIPTION AND PLAT SHOWN HEREON IS A PART OF AND WHOLLY CONTAINED described thereof (including the position of the point of WITHIN THE PROPERTY SHOWN ON AND DESCRIBED IN THAT CERTAIN begrnning)t SURVEY PREPARED BY ME ON September 14, 3989 AND North right-of-way line North 13°43'08" West 75.05 feet to a point on the THAT THERE ARE NO OVERLAPS OF OR GAPS PROM THE COMMON �UNDAAIES 2. the location of all dei buildings, structures and ocher AS SHOWN AND DESCRIBED THEREON; (E1 EXCEPT AS SHOWN HEREON, THERE improvements situated on thee described land; and ARE NO ENCROACHMENTS ON THE PROPERTY OR PROTRUSIONS THEREFROM, South 18044'1111 West 387.84 feet to the POINT OF BEGINNING containing 3.599 THERE ARE NO IMPROVEMENTS ON THE PROPERTY, TO THE BEST OF MY 3. the location of all driveways or other cute in the curbs or KNOWLEDGE THERE ARE NQ VISIBLE EASEMENTS OR RIGHTS OF WAYS ON any street on which the described land abuts. THE PROPERTY, AND THERE ARE NO DISCREPANCIES, CONFLICTS, SHORTAGES IN Z0 F AREA OR BOUNDARY LINE CONFLICT; (F) THE SIZE, LOCATION AND TYPE The print of survey reflects boundary lines of the described land OF IMPROVEMENTS ARE AS SHOWN HEREON AND ALL ARE LOCATED which 'close by engineering calculation. F.xccpt as shown on this WITHIN THE BOUNDARIES OF THE PROPERTY AND SET survev, there are no visible easements or rights-of-way or other BACK FROM THE PROPERTY LINES T14E DISTANCES INDICATED; easements or rights-of-way which are of record affecting the (G) THE DISTANCE FROM THE NEAREST INTERSECTING STREET OR land, nor, except as shown, are there any building restrictions ROAD IS AS SHOWN; (11) THE PROPERTY HAS ACCESS TO AND FROM or setback lines, party walls, encroachments, or any overhangs of A PUBLIC ROADWAY; (I) ALL RECORDED EASEMENTS IF POSSIBLE any improvements onto any easements, rights-of-way or adjacent HAVE BEEN CORRECTLY PLATTED THEREON; (J) THE land nor any encroachments or overhangs onto the described land. BOUNDARIES, DIMENSIONS, AND OTHER DETAILS SHOWN HEREON ARE TRUE The described land is currently zoned I-2 Light Industrial AND CORRECT. TB Seam and, pursuant to such classification, may a vise 'or moa - e ollowing purposes: including but not limited to warehousing FOR THE USE AND BENEFIT OF BEACH ABSTRACT b GUARANTY COMPANY and wholesaling. The number of actual parking spaces on the AND TICOR TITLE INSURANCE COMPANY AND MERCANTILE described land is 31 proposed and the minimum number of parking BANK N.A. AND CMSMI EIGHTY FOUR LIMITED PARTNERSHIP, A TEXAS LIMITED PARTNERSHIP. Spaces required by app tcable aw are 30. THE MEHLBURGER FIRM, INC. DateH. Michael Watson By. /,4 1. e AR RPLS 0957 j�256 25.00' 254 40.00' 251 --- 251 230 252 254 1257� 255 \ \ X 1, OD m (\ 255 30 20 I� 0 30 60 SC LE 5a 2 IPROPERTY LINE-R/W CURVE DATA G = 53° 36'48" TOP RIM 261.88 T = 355.69 17; thence South 88°47'31" East 1025.32 feet; thence North 01°12'29" East R = 703.94 L = 658.70' OD C = 634.93' i to radius of 703.94 feet, an arc distance of 48.37 feet and a chord which + bears North 69°18'02" 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 0_ which bears North 40° 31'34" West 634.93 feet; thence continuing along said North right-of-way line North 13°43'08" West 75.05 feet to a point on the V South right-of-way line of the Little Rock Port Authority Railroad; thence In -z i Z South 18044'1111 West 387.84 feet to the POINT OF BEGINNING containing 3.599 J acres, more or less. A , W a Z0 F IPROPERTY LINE-R/W CURVE DATA METAL BOX, WATER METER 8 SHUT-OFF 2S PP 250 PROPERTY DESCRIPTION \ CURB \� \'�� ZS/ C-_ a \� � \ �� 249 — Part of Section 17, T -1-N, R -11-W, Pulaski County, Arkansas being u.G.Pe�E 1 \ , GurrER \ more particularly described as follows:SAWWNING G = 53° 36'48" TOP RIM 261.88 T = 355.69 17; thence South 88°47'31" East 1025.32 feet; thence North 01°12'29" East R = 703.94 L = 658.70' OD C = 634.93' i to radius of 703.94 feet, an arc distance of 48.37 feet and a chord which + METAL BOX, WATER METER 8 SHUT-OFF 2S PP 250 PROPERTY DESCRIPTION \ CURB \� \'�� ZS/ C-_ a \� � \ �� 249 — Part of Section 17, T -1-N, R -11-W, Pulaski County, Arkansas being u.G.Pe�E 1 \ , GurrER \ more particularly described as follows:SAWWNING SIG RY SEWER MANHOLE TOP RIM 261.88 Starting at the Southwest Corner of the Southeast 1/4 tf said Section IE IN OFd 247 03 i 17; thence South 88°47'31" East 1025.32 feet; thence North 01°12'29" East FL CUT OFd 246.98 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 , D radius of 703.94 feet, an arc distance of 48.37 feet and a chord which + bears North 69°18'02" 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 0_ which bears North 40° 31'34" West 634.93 feet; thence continuing along said North right-of-way line North 13°43'08" West 75.05 feet to a point on the V South right-of-way line of the Little Rock Port Authority Railroad; thence In -z South 71015'49" East along said South right-of-way line 586.00 feet; thence Z South 18044'1111 West 387.84 feet to the POINT OF BEGINNING containing 3.599 J acres, more or less. A , BELL TELEPHONE MANHOLE ` /6 F ,Zg2 1 RE -BAR SET S `POINT OF BEGINNI G" N69018'02"W I•P�0.66' 48.36' SOUTHN EASTERLY ON LI10 A` SHOULDER 6" \- — qS \` COLJ O V J— W NORTH LINE OF SURVEY BY H2 BILLY P. TYLER, DATED 5-11-89 W 0' A . SHOULDER SOUTHWEST CORNER SE 1/4 SECTION 17, T - I - N, R - I I - W SURVEY UPDATE I i - 9 - 89 '•srnir 1�r No. - �0'.'�4:4at1 A ' tP- ' J�0 EL '•,, -9 � L Ain •' N In 16'05W �PF 650.53 N 75°01'45W 11733' N01012'29"E 100�Cn Inrrn\_ Mehlbur$er Tanner Robinson &Associates Architects -Engineers COPYRIGHT 19 Mehlburger Tanner Robinson 8 Associates DRAWN BY - C, CHECKED BY: APPROVED EY: ECALE: 1"=30' DATE: 9-14-89 W J !' W � F aW t W PROJECT NO. 289- 223 EHE ET NO. W �3 VO V 1 0_ O Cr Q '� CcZ< V cn Q In -z Z d ~ Y J a O W a Z0 F Y Q V Z LI. O W W J Y Z� n ~ d F J J moa - W J !' W � F aW t W PROJECT NO. 289- 223 EHE ET NO.