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Home My WebLink AboutS-0957-F Map 4LAND DESCRIPTION E a r7 N 0 0 it N N x M 0 0 0 J I 0 0 0 t U (n I N 0 m C 0 Of a a J I O 0 0 0 0 O 0 0 N ME v+ 0 0 M Q w Q 0 ry a� E w � a o N C C O u C g 10 POINT OF COMMENCEMENT 16 15 NORTHWEST CORNER SECTION 15, T-1-N, R-11-W. FOUND COTTON PICKER SPINDLE AT INTERSECTION OF LINDSEY ROAD EAST RIGHT-OF-WAY AND THE CENTER LINE OF INDUSTRI-AL HARBOR DRIVE. _EAST _ 1858.35 NW CORNER TRACT A AREA 302 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-7EMS 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 OF THE TRACT. 6. MINIMUM FINISH FLOOR SHALL BE V ABOVE THE BASE FLOOD ELEVATION AS SHOWN ON THE FIRM MAP CALLED FOR IN NOTE 4 ABOVE. THE BASE FLOOD ARKANSAS RIVER ELEVATION AT THIS SITE VARIES FROM 246.75 ON THE WEST TO 246.65 ON j' THE EAST. P 7. ELEVATIONS ON THE PROPERTY DESCRIBED HEREON ARE ABOVE THE BASE Q�� _ FLOOD ELEVATIONS SHOWN ON THE FIRM MAP. G�0 �\ \ �, \\ 8. TRACT D IS BEING REPLATTED INTO TRACT D(R) TO ALLOW MORE ROOM FOR \ THE RAILROAD TRACKS ALONG THE ARKANSAS RIVER. - _ T L 39403 j26 - E 1261341.18 t_ 1261415.26 MATCH LINE "FUTURE RAILROAD I� .. _ �88 3T13"E', I , NSb'35 313E 175 52' I �. \N 139398.88 TRACT B-1 AREA 300 __ 194.7 2 �'� I E 1261590.73 Lam=_4,37 '_ \ L= 74.37 N 139366.08 N85-59'12"E E 1261149.0 ' 74.26'(CHD) �----�- TRACT D AREA 300 �� 100' AP" 3W BUI BOOK F PAGE 815 FUTURE RAILROAD ANSMI S BUILDING I LINE R jw 'i TRACT D(R), AREA 300 I ""�J ! 3 LITTLE ROCK PORT ' 4.00 ACRES r\ - '� AUTHOR PROPERTY o S66' - > -- - - - R = 716020' � I n �S O _ _ L= 173.70 M 4 o �8 OF _� �� j L - 173.75'(P) o�V) I �' 43�8 !16 S73'12'46"E o 1`O a' )) - 173.28'(CHD) V 0 Y. I FOUND COTTpON - POINT OF BEGINNING `* � U ` ` _ O U 0 < z N 139021.27 n m ' PICKER SPINDLE - % E 1261104.75 F ND COTTON Sap 09'03 PICKER SPINDLE_�E 579.00' N800g'03„w 22. - N09'50'57"E1; - N 138950.41 1104 E 1261512.87 28' RECORDED IN E PLAT HARBOR D R I V _ (100 ASPHASPHALTP ROAD WITH 6' ASPHA BOOHO LT PAGE 142) - FOUND COTTON J ULDERS PICKER SPINDLE ® SW T CO. Easement Approved Easement Required Date 00 •• 50 0 10000 00 LEGEND SET 1/2" REBAR FOUND MONUMENT O PROPERTY LINE - BUILDING SETBACK LINE EASEMENT LINE - _ - - - - RECORD LINES - - EDGE OF ASPHALT -- - -- --- -. EXISTING RAILROAD FUTURE RAILROAD _4-1--4-{-._1 a_ CHAIN LINK FENCE --- - - - - -- - 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 194.72 FEET TO A SET 1/2" REBAR; THENCE ALONG A CURVE TO THE RIGHT HAVING A 395.06 FOOT RADIUS, AND A CHORD BEARING AND DISTANCE OF N85'59'12"E 74.26 FEET FOR A DISTANCE OF 74.37 FEET TO A SET 1/2" REBAR; THENCE S88'37'13"E 175.52 FEET TO A SET 1/2" REBAR; THENCE S09'50'57"W 455.17 FEET TO A SET 1/2" REBAR ON SAID NORTH RIGHT-OF-WAY LINE; THENCE N80'09'03"W 414.22 FEET TO THE POINT OF BEGINNING; SAID TRACT OF LAND CONTAINING 4.00 ACRES (174,264 S.F.) MORE OR LESS. r� ARKANSAS STATE * * * :• ARKANSAS ' REGISTERED No. s s PROFESSIONAL ENGINEER No.4686� S'Y•(.? H. �'4.��`,� l� /p 9 -w1! EAR�� NAB LAND CERTIFICATE OF OWNER WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCr1.79E1) 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 CITY OF LITTLE ROCK, ARKANSAS SOURCE OF TITLE: BOOK 1519, PAGE 35-39, INSTRUMENT NO. 93-35724 CERTIFICATE OF ENGINEERING ACCURACY 1, WILLIAM E. RUCK, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION REGISTERED PROFESSIONAL ENGINEER NO. 4bbb 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 THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION RATIO OF CLOSURE: 1 : 10,000 REGISTERED LAND SURVEYOR NO. 979 WALTER H. SPAUL 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 TIONS. DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT NUMBER FILED FOR RECORD IN PLAT BOOK PAGE FOR BILL OF ASSURANCE SEE DOCUMENT NO. CIRCUIT CLERK g '1i Y Pi.%VS A '1 i 9, G QAIIII M �k7NO ADDITIONAL EASEMENTS REQUIRED 0 ADDITIDNAL u1SEMENT3 ARE REQUIRED AS SRC I - g'-�- Oa TRACT D(R), AREA 300 LITTLE ROCK PORT INDUSTRIAL PARK LITTLE ROCK, ARKANSAS A REPLAT OF PART OF AREA 300 GARNER I ENGINEERS 1010 Battery St. Little Rock, Arkansas 1-501-376-3633 AUGUST 3, 2000