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Home My WebLink AboutS-0045-A-55 Map 31 ii LC)T w .75 ES 330�� N 16plus N 5051'57" W 21162' VICINITY MAP ABLEVALE WEST RR OAD 3 2 0 N 6922'55" E N 192Yf6" E LOT 2 .66 ACRES 355.28 350 N %x El L; W 360.30' W N 59ZW34" E N 01458b1" 39.11, 49•71 _... y �w% 340 f N LOT 1R AREA 104 3 OTTER CREEK INDUSTRIAL PARK a PLAT BOOK E, PAGE 915 36 0 ,N 7 25" E 71.20' S CREEK SOUTH ROAD 60' ROW W PROPERTY DESCRIPTION PART OF THE NE 1/4 NW 1/4 OF SECTION 9, T-1-S, R-13-W, LITTLE PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLL COMMENCING AT THE SOUTHWEST CORNER OF SAID NE 1/4 NW 1/4, SEC �4t-, THENCE NO2'04'36"E ALONG THE WEST LINE THEREOF, 505.54' TO THE POINT OF BEGINNING; THENCE CONTINUING NO2'04 36 E ALONG SAID WEST LINE, 140.45 TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF INTERSTATE ROUTE #30; THENCE N43'48'35'E ALONG SAID EAST RIGHT-OF-WAY LINE, 745.90' TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF THE MABELVALE WEST INTERCHANGE AS SHOWN ON SHEET NO. 4 OF JOB #B60109 OF THE ARKANSAS STATE HIGHWAY COMMISSION; THENCE EASTERLY ALONG SAID RIGHT-OF-WAY LINE THE FOLLOWING: 1) S46'15'26"E, 61.74'; 2) SOUTHEASTERLY ALONG THE ARC OF A 530.0' RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S58'27'05"E, 223.90'; 3) N19'21'16"E, 10.0'; 4) EASTERLY ALONG THE ARC OF A 520.0' RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N89"22'55"E, 355.23'; 5) N20'32'43"W, 10.0'; 6) NORTHEASTERLY ALONG THE ARC OF A 510.0' RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N56'47'30"E 222.82; 7) NORTHEASTERLY ALONG THE ARC OF A 347.74' RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N49-44'34"E,` +. 72.84; 8) N01'58'01", 39.11' AND 9) NORTHEASTERLY ALONG THE ARC OF A 380.0' RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N59'55'34"E, 9.04' TO A POINT ON THE EAST LINE OF SAID NE 1/4 NW 1/4, SECTION 9; THENCE S02'35'16"W ALONG SAID EAST LINE 932.98' TO THE NORTHEAST CORNER OF LOT 1R, AREA 104, OTTER CREEK INDUSTRIAL PARK, LITTLE ROCK, ARKANSAS; THENCE N87'24'38"W ALONG THE NORTH LINE OF SAID LOT 1R, 360.30' TO THE NORTHWEST CORNER THEREOF; THENCE S08'25'24"W ALONG THE WEST LINE OF SAID LOT 1R, 260.52'; THENCE SOUTHEASTERLY CONTINUING ALONG SAID WEST LINE BEING THE ARC OF A 50.0' RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S36'58'25"E, 71.20' TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF OTTER CREEK SOUTH ROAD; THENCE NORTHWESTERLY ALONG SAID NORTH RIGHT-OF-WAY LINE BEING THE ARC OF A 542.96' RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N83'51'47"W, 10.35'; THENCE S08'39'52"W ALONG THE WEST RIGHT-OF-WAY LINE OF OTTER CREEK SOUTH ROAD, 60.0' TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF SAID OTTER CREEK SOUTH ROAD; THENCE NORTHWESTERLY ALONG THE ARC OF A 602.96' RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N66'51'05"W, 307.90' TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF C.E. TOLAND COURT, THENCE NORTHWESTERLY ALONG SAID RIGHT-OF-WAY LINE BEING THE ARC OF A 602.96' RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N50'51'57"W, 26.62'; THENCE N49'35'30"W CONTINUING ALONG SAID RIGHT-OF-WAY LINE, 134.28';THENCE N40"24'30"E, 30.0'; THENCE N49'35'30"W, 108.26'; THENCE NORTHWESTERLY ALONG THE ARC OF A 615.0' RADIUS CURVE TO THE LEFT A CHORD BEARING AND DISTANCE OF N61'54'03"W, 262.22'; THENCE N74'12'35"W, 112.80; THENCE NORTHWESTERLY ALONG THE ARC OF A 540.0' RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N65'37'10"W, 150.95' TO THE POINT OF BEGINNING, CONTAINING 22.4903 ACRES, MORE OR LESS. CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY I, _t?�'_�HEREBY CERTIFY THAT THIS PLAT CORRECTLY REP ESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME THAT ALL SURVEYING RE- QUIREMENTS OF THE STATE OF ARKANSAS AND THE CITY OF LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH AND A COPY OF SAID BOUNDARY HAS BEEN DULY FILED FOR THE RECORD OFFICES OF THE STATE SURVEYOR AND THE PULASKI COUNTY CIRCUIT CLERK ON _ --___, 20__ _, IN PLAT BOOK PAGE ZL D¢ D TE OF EXECUTION SIGNED ------------ -�E,REGITERLAND SURVEYOR N0_L22--�L_ARKANSAS /CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY 1, 1�/1 �� _ �e l�`y___ HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAT MADE BY ME, AND THAT ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED =WITH. DALE/OF EXECUTION SIGNED --------------- AME R ISTERED ENGINEER NO._ _�, ARKANSAS CERTIFICATE OF PRELIMINARY PLAT APPROVAL ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS RELATIVE TO THE PREPARATION AND SUBMITTAL OF A PRELIMINARY PLAT HAVING BEEN 'FULFILLED, APPROVAL OF THIS PLAT IS HEREBY GRANTED, SUBJECT TO FURTHER PROVISIONS OF SAID RULES AND REGULAITONS. THIS CERTIFICATE SHALL EXPIRE -----------= DATE DATE OF EXECUTION GENERAL NOTES 1. ALL BUILDING LINES ARE AS SHOWN SIGNED NAME LITTLE ROCK PLANNING COMMISSION 2. ALL DISTANCES ON CURVED BOUNDARIES ARE CHORD DISTANCES 3. ALL CORNER RADII ARE 25', UNLESS OTHERWISE NOTED. 4. ALL STREET R-O-W AND CUL-DE-SAC RADII ARE_50', U'ILESS OTHERWISE NOTED 5. ALL EASEMENTS SHOWN ARE 10' IN WIDTH, UNLESS OTHERWISE NOTED 6. ALL EASEMENTS ON COMMON LOT LINES ARE 10' IN WIDTH, 5' EITHER SIDE, UNLESS OTHERWISE NOTED 7. ALL EASEMENTS ARE TO BE USED FOR UTILITIES AND/OR DRAINAGE 8. NEW STREET 1,100 FEET 9. WATER SOURCE CITY OF LITTLE ROCK 10. SANITARY SEWER SOURCE CITY OF LITTLE ROCK 11. ALL IRON PINS FOUND OR SET ARE # 4 REBAR 12. CURRENT ZONING IS 1-2 PRELIMINARY PLAT OTTEF'6 CREEK BUSINESS ADDITION LITTLE ROCK, ARKANSAS PHONE 501-223-9900 DATE: FEBRUARY 1, 2004 \2004\MCFATRICH 5 -45=11 s