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HomeMy WebLinkAboutZ-5936-C Map 1LP.' TRACT 5A (UNRECORDED) CHENAL VALLEY THE FOLLOWING EASEMENTS DO NOT CROSS OR APPEAR ON SUBJECT PROPERTY. Instrument # 2002202405 (water) 01C PN\ P - L \ \ E&° \ l 8: N.V. \..�. THE FOLLOWING EASEMENTS / S82'21'20 W DO CROSS SUBJECT PROPERTY / 47'80`" AND ARE PLOTTED AS SHOWN. /.� `01 ® 0 O / \6 Instrument # 89-23616 (gas) / / 0 45 Instrument # 90-39409 (water) R1377.39' / CDS3727' 10" W LC1188.76' J / TRA CT 5 J I 47.88 ACRES I 1 ' I 10 I I I 3 I co I�1 _ " A TRACT OF LAND IN SECTION 36, T -2-N, R -14-W, PULASKI COUNTY, L» ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS: I �� / STARTING AT THE CENTER OF SAID SECTION 36; THENCE S01'02'12"W v / ALONG THE EASTERLY LINE OF THE NE 1/4 SW 1/4, SAID SECTION 36, 1021.60 FT. TO A POINT ON THE CENTERLINE OF CHENAL PARKWAY; THENCE 7 SOUTHEASTERLY ALONG SAID CENTERLINE, BEING THE ARC OF A 2864.80 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF </ S1701'17"E, 208.28 FT.; THENCE S80'03'43"W, 80.00 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF SAID CHENAL PARKWAY; THENCE \ �J NORTHWESTERLY ALONG SAID WEST RIGHT-OF-WAY LINE, BEING THE ARC OF \ \ A 2784.80 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND \ DISTANCE OF N11'54'08"E, 190.89 FT.; THENCE S76708'01"E AND \ \ CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 10.00 FT.; THENCE \ \\ NORTHWESTERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, \ \ BEING THE ARC OF A 2774.80 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N1721'59"W, 338.81 FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF LA GRANDE DRIVE AND THE POINT OF BEGINNING; THENCE NORTHWESTERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE OF CHENAL PARKWAY, BEING THE ARC OF A 2774.80 FT. \ \ / RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF i \ \ N2721'10"W, 144.68 FT.; THENCE N6609'11"E AND CONTINUING \ ALONG SAID WEST RIGHT-OF-WAY LINE, 10.00 FT.; THENCE NORTHWESTERLY \ AND CONTINUING ALOND SAID WEST RIGHT-OF-WAY LINE, BEING THE ARC OF \ \ + Lot 5 A 2784.79 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND \ r DISTANCE OF N2T44'23"W, 378.14 FT.; THENCE N31'38'39"W AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 1010.69 FT.; THENCE S58'21'21"W AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 20.00 FT. THENCE N31.38'39"W AND CONTINUING ALONG SAID WEST \ \ RIGHT-OF-WAY LINE, 482.16 FT.; THENCE S8721'20"W, 47.80 FT.; THENCE S58'01'02"W, 188.45 FT.; THENCE SOUTHWESTERLY ALONG THE \ ARC OF A 1377.39 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S32'27'10"W, 1188.76 FT.; THENCE 50653'18' W, 260.67 FT.; \ THENCE SOUTHEASTERLY ALONG THE ARC OF A 38.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S34'21'33"E, 50.11 FT.; THENCE 57536'24"E, 164.70 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 480.00 FT. RADIUS CURVE \ \ < TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S58'58'09"E, 274.87 FT.; \ \ \ \\ THENCE 542'19'53"E, 176.95 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A \ Lot 6 370.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF \ \\ S7904'07"E, 400.18 FT.; THENCE N72'11'39"E, 209.34 FT. TO A POINT \0 \ \ ON THE SAID NORTH RIGHT-OF-WAY LINE OF LA GRANDE DRIVE; THENCE N771 1'39"E ALONG SAID NORTH RIGHT-OF-WAY LINE, 40.22 FT.; THENCE EASTERLY AND CONTINUING ALONG SAID NORTH RIGHT- OF-WAY LINE, BEING THE ARC OF A 507.46 FT. RADIUS CURVE TO THE 61 \.\ \ \ \ \ \ \ RIGHT, A CHORD BEARING AND DISTANCE OF N88*52'18"E, 291.26 FT.; THENCE 574727'047E AND CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE, 198.07 FT.; THENCE EASTERLY AND CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE BEING THE ARC OF A 447.46 FT. RADIUS CURVE TO THE \ \ LEFT, A CHORD BEARING AND DISTANCE OF S8933'19"E, 172.35 FT.; \ THENCE N68'10'36"E AND CONTINUING ALONG SAID NORTH RIGHT-OF-WAY \ LINE 47 40 FT THENCE N29'29'O1"E AND CONTINUING A N I D /✓ � 74' \ \ 1a \ o, _EGEND \ \� �� 15 CDS75'0407"E LIGHT POLE \ \ LC400.18' ELECTRIC PEDESTAL ELECTRIC METER WATER VALVE WATER METER \ 2" WATER BLOW -OFF \ _ GAS VALVE ry LO G \ SA LC274.87 aEC PAD \ \ Lot / NORTH RIGHT-OF-WAY LINE, 68.76 FT. TO THE POINT OF BEGINNING, CONTAINING 47.8804 ACRES MORE OR LESS. i \ E.P. Lot 8 � I \�� ARKANSAS STATE PLANE COORDINATE 1 O\ NORTH ZONE s \� \ 1 N 157355.94 E 1175545.07 Y \ \ \ 2 N 157489.75 E 1175490.05 \ \ vv. 3 N 157493.80 E 1175499.19 'e' \ 4 N 157828.47 E 1175323.18 5 N 158688.89 E 1174792.94 6 N 158678.39 E 1174775.91 \ \ \ 7 N 159088.87 E 1174522.95 Q 8 N 159082.51 E 1174475.58 \ 9 N_ 158982.69 E 1174315.73 \ Nc� \ \ \ 10 N 157979.58 E 1173677.84 Nz:�N N 157720.79 E 1173646.58 \ �" \ \ \ \ 11 1 N 157679.43 E 1173674.86 \ 1 N 157638.49 E 1173_834.39 \ \ \ 14 N 157496.79 E 11_74069.92 15 N 157365.98 E 1174189.08 \ \ 16 N 157262.87 E 1174575.75 \ \ 17 N 157326.88 E 1174775.07 18 N 1573_39.18 E 1174813.36 19 N 157344.92 E 1175104.57 \ l ' 0 N 157291.82 E 1175295.39 \ \ 1 N 1572_78.46 E 1175467.23 \ O \\ \ 2 N 157296.09 E 1175511.23 4 \ \ R2784.79' \ \ P„LL \ CDN2T44'23"W \� LJ - \ LC378.14' / I LP ­ 5 STORY BUILDING �\ ARITAIVT,S_4,,5' �' rs 1� C ,PA ' iT g O N66 00 3 R507R2774.80' 9'E CDN22'21'10'W CDN88'52'1E \ \� LC291.26' \ LC144.68' �.Arkla Gas Esmt. 40,R447.46 Instr. # 89-23616 3g E CiOe CDS85'33'19"E - - /11 19 LC172.35' 11 �i _� _ J i N72A W. 22' 18 O S�4•27 \ \ .°of�a \ , _ S EMS 041, 44 21 .05 qD N A I END STREET & R/W DEDICATION CMA C © 1L 1Cs1fU4y & t]lES®CM J11LsRi1y MVC lLo CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 100 0 100 Scale V = 100 f t SURVEYOR'S CERTIFICATE 300 The undersigned, beinga registered surveyor of the State of Arkansas certifies to i) LITTLE ROCK DEVELOPMENT COMPANY, LLC, (ii) DELTIC TIMBER CORPORATION (iii) BEACH ABSTRACT & GUARANTY COMPANY and (iv) CHICAGO TILE INSURANCE COMPANY 1. The accompanying. dated April 4, 1999 (Rev. Mar. 26, 2004) was made in accordance with the Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys", jointly established and adopted by the American Land Title Association and the American Congress on Surveying and Mapping 1997, and meets the requirements for an Urban Survey as defined therein. 2. The survey was made on the ground between March 10-28, 1999 (rev. 3-26-04) and correctly shows the area, courses and distances of the subject property, the location, size and type of all buildings, structures, monuments and other improvements situated on the subject property, and any other matters situated on the subject property. The boundaries, dimensions and other details noted on the survey are true and correct. 3. Except as shown on the survey and specifically noted in this certificate, there are no visible easements or right-of-way on the subject property, and there are not visible discrepancies, conflicts, shortages in area or boundary line conflicts. 4. Except as shown on the survey and specifically noted in this certificate, there are no observable, above ground encroachments (a) by the improvements on the subject property upon adjoining properties, streets or alleys, or (b) by the improvements on adjoining properties, streets or alleys upon the subject property. 5. The location of each easement, right-of-way, servitude, and other matter affecting the subject property and listed in the Certificate of Title No. 20043043, issued by BEACH ABSTRACT & GUARANTY COMPANY with respect to the subject property, has been correctly plotted or noted on the survey, together with appropriate recording references, to the extent that such matters can be located. The property shown on the survey is the some property described in that title certificate. 6. The subject property has access to and from a duly dedicated and accepted public street or highway as shown on the survey. The location of all adjoining streets and roads and the distance to the nearest intersecting street are as shown. 7. Except as shown on the survey, the subject property does not serve any adjoining property for drainage, utilities, or ingress or egress. 8. The buildings and improvements are located within the boundary lines and applicable setback line of the property. 9. All utility services required for the operation of the premises either enter the premises through adjoining public streets, or the Survey shows the point of entry and location of any utilities that pass through or are located on adjoining land. 10. This property is Zoned Commercial C-2. Little Rock City Ordinance # 18,457 amended the Land Use Plan to Community Shopping. 11. No portion of the property shown on the survey lies within a 100 -Year Flood Plain, as described on the Flood Insurance Rate Map for the community in which the subject property is located. The property is located in Flood Zone X as depicted on Flood Insurance Rate Map Community Panel No. 050181 0039 F dated Oct. 19, 2001. 12. The following matters, to the extent such exist on the subject property, are shown and noted on the survey: location of above ground appurtenances to underground utilities serving the property; all strips, gores and overlaps with adjacent properties as indicated by the property ownership records provided by the Owner; all interior lot lines of record; building setbacks; and any natural or constructed objects affecting the subject property. The parties listed above are entitled to rely,the survey and this certificate as/being true and accura Date:fJYGj/--- �� Paul M. White Registration No. 1281 (AR) '�`�GISTElZ�� 'S '�cP•°A9;2 M. V7t AL LA,r ALTA/ACSM SURVEY TRA CT 5 (unrecorded) CHEXAL VALLEY AUG 3 0 2004 LITTLE ROCK, ARKANSAS Revised 3-26-04 Date 4-21-99 Hor. Ve Scale Sheet of Joh No. 04-201 P