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Home My WebLink AboutS-0957-E Map 5E 0 m r� 0 0 0 n N N x ro r7 J 9 10 _ --N. EAST_ POINT OF COMMENCEMENT 16 15 1858.35 NORTHWEST CORNER SECTION 15, T-1-N, R-11-W. NW CORNER TRACT A AREA 302 \ S6 ps.0 F 3/ .o° 0 h O 4 h0' �/V6 6 • by rV 3" ° . 00 • W FOUND COTTON PICKER SPINDLE AT INTERSECTION OF LINDSEY ROAD EAST RIGHT-OF-WAY AND a THE CENTER LINE OF INDUSTRIAL HARBOR DRIVE. ARKANSAS RIVER E 1261504. ROAD MATCH LINE - �>�U'TURE RAIL t ,�••.v� TRAr`T R-1 ARFA 100 %I FUTURE RAILROAD\ I I 100' AP TANSMISSIO LITTLE ROCK PORT LINE R/W I AUTHORITY PROPERTY r.' '30' BUILDIN = 716.20' 737E 1 0 (M) w L = 173.75' P o l- S73'12'46"E R = L= 38.61' N83'38'25"E 38.59'(CHD) I TRACT D, AREA 301) 4.00 ACRES J 1 30' BUILDING I3 e n olo I�I0 O v �I VICINITY MAP GENERAL NOTES 1. *- BASIS OF BEARINGS IS ARKANSAS STATE PLANE, NORTH ZONE, AS DETERMINED FROM PAGIS MONUMENTS 1001 AND 2001. 2. NO ENCROACHMENTS ONTO OR OFF OF THE PROPERTY EXISTED AT THE TIME OF THIS SURVEY, EXCEPT AS SHOWN HEREON. 3. COORDINATES SHOWN ARE BASED ON THE ARKANSAS STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83, AS DETERMINED FROM PAGIS MONUMENTS 1001 AND 2001. 4. THE FLOOD INSURANCE RATE MAP PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, COMMUNITY PANEL NUMBER 050181 0014 E AND DATED NOVEMBER 3, 1993, SHOWS THAT THIS SITE IS IN A SPECIAL FLOOD HAZARD AREA INUNDATED BY THE 100 YEAR FLOOD AND THAT THE SITE HAS A ZONE AE CLASSIFICATION, BASE FLOOD ELEVATIONS DETERMINED. 5. UNLESS SPECIFICALLY STATED OR SHOWN, SURVEY DOES NOT LOCATE OR DELINEATE:• BUILDING SETBACK LINES, ZONING REGULATIONS, RESTRICTIONS, OR OTHER ITEMS WHICH MAY AFFECT DEVELOPMENT, THOUGH THEY MAY EXIST. NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS, OR THE EXISTENCE OF UNDERGROUND CONTAINERS OR FACILITIES WHICH MAY AFFECT THE USE OR DEVELOPMENT ^' THE TRACT. 6. MINIMUM FINISH FLOOR SHALL BE 1' ABOVE THE BASE FLOOD ELEVATION AS SHOWN ON THE FIRM MAP CALLED FOR IN NOTE 4 ABOVE. THE BASE FLOOD ELEVATION AT THIS SITE VARIES FROM 246.75 ON THE WEST TO 246.65 ON THE EAST. 7. ELEVATIONS ON THE PROPERTY DESCRIBED HEREON ARE ABOVE THE BASE FLOOD ELEVATIONS SHOWN ON THE FIRM MAP. N 139431.79 E 1261587.7 �(P``- _ 173.28'(CHD) FOUND OTT `"" POINT OF BEGINN�NG o N 139021.27 PICKER SPINDLE �~................._ Z n m E 1261104.uj FOUND `COTTON" •_ - _ y S80'09'03"E-.._ 75 ` mom_ PICKER SPINDLE �' - 579.00' N80-09'03'•w -� �405.62, N09'SQ' 7"E -_ -.. N 138951.89 I N p p 50.00' _._.1104.83 M_ - 1261504.3 2a0p Raw l RI AL F �q Rg :P=•- ._ .._._ _ _ ASPHALTS Rf CORDED IN P - ROAD H'ITH SAT B�RD pRI VE �- _ _ .. 6 ASPHALT SHO(ILpAGE 142) FOUND COTTON ERS PICKER SPINDLE '41'11 "E 0• •• 50 0 100 200 301 LEGEND SET 1/2" REBAR FOUND MONUMENT PROPERTY LINE BUILDING SETBACK LINE EASEMENT LINE RECORD LINES EDGE OF ASPHALT EXISTING RAILROAD FUTURE RAILROAD CHAIN LINK FENCE ......................... x ......................... S A TRACT OF LAND SITUATED IN THE NE 1 4 OF SECTION 15, T-1-N, R-11- W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, BEING MORE/ PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 15; THENCE EAST 1,858.35 FEET; THENCE SOUTH 592.72 FEET TO THE NORTHWEST CORNER OF TRACT A AREA 302 LITTLE ROCK PORT INDUSTRIAL PARK ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS; THENCE S66'15'00"E 1.120.38 FEET; THENCE S 23'45'00"W 250.00 FEET; THENCE N66'15'00"W 306.00 FEET; THENCE S23'45'00"W 623.00 FEET TO A FOUND COTTON PICKER SPINDLE AT THE INTERSECTION OF THE EASTERLY RIGHT-OF-WAY LINE OF LINDSEY ROAD WITH THE CENTER LINE OF INDUSTRIAL HARBOR DRIVE AS SHOWN IN PLAT BOOK D, PAGE 142, CIRCUIT CLERK'S OFFICE, PULASKI COUNTY COURT HOUSE, ARKANSAS; THENCE ALONG SAID CENTER LINE S16'15'00"E 1,437.89 FEET TO A FOUND COTTON PICKER SPINDLE; THENCE CONTINUING ALONG SAID CENTER LINE ALONG A CURVE TO THE LEFT HAVING A 716.20 FOOT RADIUS, AND A CHORD BEARING AND DISTANCE OF S73'12'46"E 173.28 FEET FOR A DISTANCE OF 173.70 FEET TO A FOUND COTTON PICKER SPINDLE; THENCE CONTINUING ALONG SAID CENTER LINE S80'09'03"E 579.00 FEET; THENCE N09'50'57"E 50.00 FEET TO A 1/2" REBAR SET AT THE POINT OF BEGINNING AT THE INTERSECTION OF THE EAST LINE OF AN A.P.&L. TRANSMISSION LINE RIGHT-OF-WAY AND THE NORTH RIGHT-OF-WAY OF SAID INDUSTRIAL HARBOR DRIVE; THENCE N07'19'30"E ALONG SAID A. P. & L. RIGHT-OF-WAY LINE 347.65 FEET TO A SET 1/2' REBAR; THENCE N80'35'38"E 359.86 FEET TO A SET 1/2" REBAR; THENCE ALONG A CURVE TO THE RIGHT HAVING A 363.06 FOOT RADIUS, AND A CHORD BEARING AND DISTANCE OF N83'38'25"E 38.59 FEET FOR A DISTANCE OF 38.61 FEET TO A SET 1/2" REBAR; THENCE N86'41'11"E 45.34 FEET TO A SET 1/2" REBAR; THENCE S09'50'57"W 487.08 FEET TO A SET 1/2" REBAR ON SAID NORTH RIGHT-OF-WAY LINE; THENCE N80'09'03"W 405.62 FEET TO THE POINT OF BEGINNING; SAID TRACT OF LAND CONTAINING 4.00 ACRES (174,248 S.F.) MORE OR LESS. T No.4686 \�a�min�ngr REGISTER 0 •' STATE AS •• NOA979 ' • ' F L AN4 CERTIFICATE OF OVYNER WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. JIM DAILEY, MAYOR DATE OF EXECUTION CITYOFLITTLE ROCK, ARKA SAS SOURCE OF TITLE: BOOK 1519, PAGE 35-39, INSTRUMENT NO. 93-35724 wo Pug" CERTIFICATE CERTIFICATE OF ENGINEERING ACCURACY ''-" --1, op� I, WILLIAM E. RUCK, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A 1111110000 PLAN MADE BY ME. AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECVT104 REGISTERED PROFESSIONAL ENGINEER NO. 4686 CERTIFICATE OF SURVEYING ACCURACY I, WALTER H. SPAUL, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE UNDER MY SUPERVISION, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF E LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEE COMPLIED WITH. Ca - 'us zob� � DATE OF EXECUTION REGISTERED LAND URVEYOR NO. 979 WALTER H. SPAUL RATIO OF CLOSURE: 1 : 10,000 CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULA TION S. DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING r THIS DOCUMENT NUMBER FILED FOR RECORCf, tN PLAT BOOK PAGE FOR BILL OF ASSURANCE SEE DOCUMENT NO. CIRCUIT CLERK TRACT D, AREA 300 LITTLE ROCK PORT INDUSTRIAL PARK LITTLE ROCK, ARKANSAS A REPLAT OF PART OF AREA 300 GARVER I ENGINEERS FINAL RLAI A Si e By: a rav- DATE' G' 1010 Battery St. Little Rack, Arkansas 1-501-376-3633 JUNE 2000