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HomeMy WebLinkAboutS-0045-A-25 Map 2E R •% _ SATE OF _ l A KANSAS t -o /N0. 908 � S �NqL LAND ��nnuiln" ARK NA S Z REG' D PONZONAL INE E R I: No.4686II =L4.1ir EAR I < .�F $ n NORTHWEST CORNER, SE1/, / p , NW y, SECTION 9, T-1-S, V, 3 r� N Q 'O (R �S'4 p /V jj�00 '16' A = 50.32'59 0 63:; (9 IS R = 13. DO' �.�3�4 43' L = 11.47' ? y S 88'10'S0" W S O HSf eSS 4 F. Qs, 07� 9./ �(Z pro a . p O•, ACCESS EASEMENT DETAI I CAFFILIATED FOODS, INC. I S 02'09'28" 51.17' SEE ACCESS -�, EASEMENT DETAILI ABOVE i Id AFFILIATED FOODS INC. AREA 101 LEGEND ® FINAL PLATTED WILLIAY AREA 104 j TRACT A AREA 102 b OT 4 ne i u'ARD OWARO L �G Al 1P �M T OTTER CREEK EAST BOULEVARD VICINITY MAP NORTH 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". NOTE: COORDINATES SHOWN ARE BASED ON THE ARKANSAS STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83, AS DETERMINED FROM PAGIS MONUMENT 1006. BASIS OF BEARINGS IS THE WEST LINE —OF THE SE%, NW!j, SECTION 9 AND HAVING A BEARING OF S 02*09*28' W FROM THE OTTER CREEK INDUSTRIAL PARK BOUNDARY SURVEY DATED OCTOBER 31. 1985 BY J.R. BERRY, RLS NO. 290. POINT OF COMMENCEMENT FOUND I V2" PIPE NORTHWEST CORNER, SEV4. NW%, SECTION 9, T-1-S, R-13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS N 57'56'38" W OTTER CREEK INDUSTRIAL PARK �4'2 46'54'51" 19,90' — — v 4, 0 = 261'24'17' A = Pwe L = 228. o R _ 20.00; 5 15•p 5 B . / /r _ 9 ( s\� 1\ 7FS7y. 91 POINT OF BEGINNING N 62'06'15' E—/ 3.50' ,ni = 04*00*31" R = 50.00' AFFILIATED L = 3.50' FOODS, INC. A = 39'31'04' R = 25.00' L = 17.24' 44 E� / 00, — _ 13 Q6 i 4 p V 79'57'31" E R 430O361.32 16.90' I NAME AND ADDRESS OF OWNERS CERTIFICATE OF OWNERS Otter Creek Development Company WE. THE UNDERSIGNED OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN b0 c o Mr. Br EREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED AND SUBDIVIDED AND DO HEREBY LAY / you M. Eiseman and Mr. Robert L. McGinnis, - F, LA, AND (VIDE SAID REAL ESTATE IN ACCORDANCE WITH THE WITHIN PLAT. 2000 First Commercial Building Little Rock, Arkansas 7220I 0 WDAT Sur-Vlu Stamps, Inc. tort-T/,�S"� Jerry W. Davis, President 0 DAT 12103 1-30, Little Rock, Arkansas 72209%/? n� G OWNE � DATE' SOURCE OF TITLE: DEED BOOK NO. 988 PACE NO. 511 DEED BOOK NO. 1091 PACE NO. 81 DEED BOOK NO. 1155 PACE NO. 31 DEED BOOK NO. 1176 PACE NO. 634 DEED BOOK NO. 1176 PAGE NO. 639 DEED BOOK NO. 1176 PAGE NO. 641 DEED BOOK NO. 1177 PAGE NO. 247 DEED BOOK NO, 1177 PAGE NO. 249 DEED BOOK NO. 1269 PAGE NO, 215 DEED BOOK NO, 1310 PAGE NO. 268 INST. NO. 88-27038 INST. NO, 88-27039 INST. NO, 88-27070 CERTIFICATE OF ENGINEERING ACCURACY D 1 HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A SURVEY AND A PLAN MADE BY \ ME OR UNDER MY SUPERVISION. -HAT ALL MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THEIR LOCATION SIZE. TYPE AND MATERIAL ARE CORRECTLY SHOWN, AND THAT ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN FULLY COMPLIED WITH. DATE OF EXECUTION REGISTERED PROFESSIONAL ENGINEER NO. 4686 V OTTER CREEK CERTIFICATE OF SURVEY INDUSTRIAL 1, HEREBY CERTIFY, THAT A SURVEY CREW DID SURVEY THIS PIECE OF REAL ESTATE UNDER SERVICE CENTER MY DIRECTION AND THIS DRAWING IS AN ACCURATE PORTRAYAL OF THE SURVEY RESULTS. THIS SURVEY HAS A PRECISION OF 1 IN 24.708. DATE OF E E2 T ONcc- REGISTERED LAND SURVEYOR NO. 908 W STA CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS AND UNDER THE ''7yy CONDITIONS OF ORDINANCE NO. 11,338 THIS DOCUMENT IS GIVEN FINAL APPROVAL BY THE J LITTLE ROCK PLANNING COMMISSION ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED. THIS DOCUMENT IS HEREBY ACCEPTED AND THIS CERTIFICATE EXECUTED UNDER TH AUTHORITY OF SAID RULES AND REGULATION DAIE OF EXECUTION DEPARTIII OF COMPREHENSIVE PLANNING CERTIFICATE OF RECORDING 4 THIS DOCUMENT NUMBER FILED FOR RECORD IN PLAT BOOK_ PAGE FOR BILL OF ASSURANCE SEE DEED RECORD BOOK PAGE TH clRculr CLERK RIGHT—OF—WAY DESCRIPTION A parcel of land situated in the Southeast %, Northwest %, and the Northeast %, Northwest % of Section 9, Township 1 South, Range 13 West of the Fifth Principal Meridian, City of Little Rock, Pulaski County, Arkansas, being more particularly described as follows: Commencing at the Northwest Corner of the SE 1/4 NW 4 of Section 9, Township 1 South, Range 13 West of the Fifth Principal Meridian; thence along the West line of the SE % NW 1/ of said Section 9 S02'09'28"W, 51.17 feet, thence S45'19'20"E, 126.39 feet to the Point of Beginning; thence N7 along a curve to the left having a radius of 50.00 feel, \ a central angle of 04'00'31" and o chord bearing and distance of \ N62'06'15"E, 3.50 of 25.00 feel, feet; thence along a curve to a central angle of 39'31"04", and the right a chord having a radius bearing and distance of N79'51'31"E, 16.90 feet; thence along a curve to the left having a radius \ of f 430.00 feet, ' a central angle of 48'08'39", and a chord bearing and distance 3I \\ AREA 104 0 5 32 44 E. 350.78 feet; thence N51-28'24"E, 220.37 feel; thence along \ a curve to the night havin d' A = 100'58'24" • ryl1, R = 50.00' al L = 88.12' •n ^ �49J o,^ �° 9� VI B N 89'43'19" E 61.91' y0D p G' 0 = 76'29'49 R = 50.00' L = 66.76' 7 N 116325.286 E 1189175.421 i gyp, / �- PACTS BEARING N 51'22'SO" E 4 N 116187.744 E 1189003.245 N 50'45'53" W g a ro us of 50.00 feel, a central angle of 76'29'49", and a chord bearing and distance of N89'43'19"E, 61.91 2 .62'02'3 = 02'31'46" feet to the South Right -of -Way line of Otter Creek South Road; thence along said Right -of -Way line on R = 602.96' a curve to the right having a radius of 602.96 feet, a central angle of 02'31'46", L = 26.62' and a chord bearing and distance of N50'45'53"W, 26,62 feet thence continuing along said Right -of -Way line N49'30'00"W, 134.28 feet; thence along \ a curve to the right having a radius of 50.00 feet, a central angle of 100'58'24", and a chord bearing and distance of SOO'59'12"W, 77.15 feet: thece S51'28'24"W, 188.70' feet; thence along a curve to the right having a radius of 370.00 feet, a central ongle of 47'07'33", R and a chord bearing and distance of S75'02'10"W, 295.82 feet; thence along a to C` it curve the right having a radius of 25.00 feel, a central angle of 46'54'51", and a chord bearing and distance of N57'56'38"W, \ (60' SQ 19.90' feet; thence along a curve to the left having a radius of 50.00 feet, a central angle of 261'24'1 7", and an arc length of 228.12 feet to the Point of Beginning, \QihJ&Ty R �q0 \ and containing 1.023 acres (44,566 S.F.), more or less. \ • INDICATES SET 1/2" REBAR I OTTER CREEK INDUSTRIAL PARK I \ 60 0 60 120 SCA! I_ 60' ' FINAL PLAT — F TOLAND COURT AREA 106 OTTER CREEK INDUSTRIAL PARK LITTLE ROCK, ARKANSAS PREPARED BY GARVER+GARVE� ENGINEERS LITTLE ROCK, ARKANSAS MAY 1996AL P , As Sionel T