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HomeMy WebLinkAboutS-0045-A-75 Map 2I T I Ji' 1 I SCALE: 1 50 25 0 50 %/mm"o f LOT 8 AREA 103 LVAffm1�\1EMNAiIAJ LOT 9 AREA 103 AREA 103 40' DRAINA UTILITY EASEMENT JLmvIVL 1. 1'1 ILn N 115045.99 E 1190761.30' N 115031.72' E 1190770.02o 2 cI �I <JI wl -I NI of N 11490 .79 E 11907 4.80 1 GE AND 1 FOUND 1/2" REBAR LOT 9 AREA 101 0 N O O N N N N 115124.14' E 1190764.64' -- -_ _— - N 115106.98' _ S87'31'46"E E 1191162.37' 398.10'(M & P) 30' - FOUND 1/2" REBAF �- BUILDING N SETBACK N 31°25'15" W 16.72' (CHD) I RADIUS = 15.0' � � d I 25' BUILDING SETBACK M I Ln O LOT 10—B I o N AREA 101 TRACT A I sE ggCKirvG (2.226 ACRE) SW 1/4, NE 1/4 -; 1`--- 20' UTILITY AND DRAINAGE EASEMENT 41 Off. 00 ^`0 o`P NW 1/4, SE 1/4 rr') n o 4b 3a8 `� Egg No 10 LOT 10—A p AREA 101 TRACT A �� 25 ss (1,017 ACRE, 44,300 SF) 1 1 151 EP`' /�0 ON CD ��, SETg PCK -50 i 1 . S5i��6 50 / N 114662.11 E 1190805.02 PP RPX�Py� CNF c F / LEGEND 0 INDICATES FOUND 1/2" REBAR • INDICATES SET 1/2" REBAR (M&P) MEASURED AND PLATTED DIMENSION APPROXIMATE 4C ACRE AREAS SW 1/4, NE 1/4 1.84 ACRES NW 1/4, SE 1/4 1.40 ACRES GENERAL NOTES: 1, THERE WERE NO ENCROACHMENTS ONTO OR OFF OF THIS PROPERTY AT THE TIME OF THIS SURVEY. 2. UNLESS SPECIFICALLY STATED OR SHOWN, SURVEY DOES NOT LOCATE OR DELINEATE BUILDING SET -BACK LINES, UTILITIES, ZONING REGULATIONS, RESTRICTIONS OR OTHER ITEMS WHICH MAY AFFECT DEVELOPMENT, THOUGH THEY MAY EXIST. 3. NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS OR THE EXISTENCE OF UNDERGROUND CONTAINERS OR FACILITIES WHICH MAY AFFECT THr- USI` OR DEVELOPMENT OF THE TRACT. 4, THE FLOOD INSURANCE RATE MAP PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, COMMUNITY PANEL NUMBER 050181 0021 E AND DATED NOVEMBER 3, 1993, SHOWS THAT NO PART OF THIS SITE LIES BELOW THE 100- YEAR FLOOD, AND THAT THE SITE HAS A ZONE X CLASSIFICATION "AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN". 5. BASIS OF BEARINGS IS ARKANSAS STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83, AS DETERMINED FROM PAGIS MONUMENT 1006 AND IT'S AZIMUTH MARK. CERTIFICATE OF OWNER 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 LAYOFF,,,nPLAT AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. OWNER DATE OF EXECUTION SOURCE OF TITLE: PLAT BOOK H PAGE 353 DOCUMENT 2005047516 DATED JUNE 7, 2005 CERTIFICATE ""OF ENGINEERING ACCURACY I, WALTER SPAUL, 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. 11262 WALTER SPAUL CERTIFICATE OF SURVEYING ACCURACY I, WALTER H. SPAUL, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE --FOUND 2" PIPE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK WITH 1/2" REBAR INSIDE SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. POINT OF BEGINNING SE CORNER IO THE - 1/4 DATE OF EXECUTION REGISTERED LAND SURVEYOR NO. 979 NE 1 /4 SECTION 9, T-1-S, p R-13- W WALTER H. SPAUL ERROR OF CLOSURE 1:98,300 CERTIFICATE OF FINAL APPROVAL N 114833.51 PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE E 1191150.31 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 CERTIFICATE OF RECORDING THIS DOCUMENT NUMBER PAGE / CIRCUIT CLERK / NOTE: COORDINATES SHOWN ARE BASED ON THE ARKANSAS STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83, AS DETERMINED FROM = PAGIS MONUMENT 1006. LEGAL DESCRIPTION LITTLE ROCK PLANNING COMMISSION FILED FOR RECORD FOR BILL OF ASSURANCE SEE DOCUMENT NO REGISTERED PROFESSIONAL ENGINEER No 112621,v �9zTER S4�'' A TRACT OF LAND SITUATED IN THE SW 1/4, NE 1/4 AND THE NW 1/4, SE 1/4 OF SECTION 9, TOWNSHIP 1 SOUTH, RANGE 13 WEST, CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF THE SAID SW 1/4, NE 1/4; THENCE S02`31'32"W, 60.30 FEET ALONG THE EAST LINE OF SAID NW 1/4, SE 1/4 TO A LINE 50 FEET NORTH OF AND PARALLEL WITH THE NORTH LINE OF THE UNION PACIFIC RAILROAD RIGHT-OF-WAY; THENCE ALONG SAID LINE BEING 50 FOOT NORTH OF THE NORTH LINE OF THE UNION PACIFIC RAILROAD RIGHT-OF-WAY ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 2,861.22 FEET AND A CHORD BEARING AND ,DISTANCE OF S63°36'1"1W 385.48 FEET; THENCE N11°30'30"W 251.74 FEET TO THE EAST "LINE OF OTTER CREEK EAST BOULEVARD AS SHOWN ON A PLAT DATED MARCH 29, 1996 OF LOTS 8 AND 9 AREA 103 OF THE OTTER CREEK INDUSTRIAL PARK, -LITTLE BOCK, ARKANSAS, PLAT BOOK E, PAGE 715, CIRCUIT CLERK'S OFFICE, PULASKI COUNTY, ARKANSAS; THENCE ALONG SAID EAST RIGHT-OF-WAY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 65.00 FEET AND A CHORD BEARING AND DISTANCE OF N07°03'25"E 123.87 FEET; THENCE CONTINUING ALONG SAID EAST RIGHT-OF-WAY ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 15 FEET AND A CHORD BEARING AND DISTANCE OF N31°25'15"W 16.72 FEET; THENCE CONTINUING ALONG SAID EAST RIGHT-OF-WAY NO2°26'36"E 78.22 FEET TO THE SOUTHWEST CORNER OF LOT 9 OF THE OTTER CREEK INDUSTRIAL PARK, LITTLE ROCK, ARKANSAS AS SHOWN ON A PLAT DATED AUGUST 2, 2000, PLAT BOOK F, PAGE 831, CIRCUIT CLERK'S OFFICE, PULASKI COUNTY, ARKANSAS; THENCE S87`31'46"E 398.10 FEET TO THE EAST LINE OF SAID SW 1/4, NE 1/4; THENCE S02'31'32"W 213.44 FEET TO THE POINT OF BEGINNING; SAID TRACT OF LAND CONTAINING 3,243 ACRES (141,251 S.F.), MORE OR LESS. PLAT BOOK NAME AND ADDRESS OF OWNER Otter Creek Fund No. 1, L.L.C. 1701 Cejnntterrvie�w. Drive, Suite 201 Little I?OCkervi 7 21�c r\Gp.. ;.......**' 70 GARVER :ENGINEERS: LLC -.No: 766 J J r Q O z zY O Q z LPL U ICI Y O w if Lu LU U j El W rAT 0 C•J CV r Cn E Q o � (0) z Q ro Y : cc a Q B z Y co w r w � I, Lu m 0 0 I �Q Y cc Q Q Y vU Q O CE ~ Lu O J r LU cc Q fr Q m IZ O J cc z Q U) O � r z co y OW �0 LL LU r O REPLAT OF LOT 10 JOB NO.: 08055110 DATE: AUGUST 2008 DESIGNED BY: WHS DRAWN BY: WHS SHEET NUMBER 11