The URL can be used to link to this page

Home My WebLink AboutS-0045-A-55 Map 1i N ./-, r LOT 1 W 50. 75 ES / ACK pp/330 iDa � • 1�. S 3 DM ON 1p p3 *. 320 \ 2 w R E, 330 N 40 30.9' 340 ��j /350 N"0.",W 2&62' ABLEVALE WEST RR OAD 320 N 89'&55' E 355.23' E LOT 2 .6N ACRES i 360 350 N 36.5W25' E 71.20' N 83'51'47" W L / 10.35 N 59 55'34•' E N 01.5W01" 39.11' 49444'34" E, 72.84•/ � 2O'32 43" W 1 .00' W 360.30, 3 H 330 340 LOT 1R AREA 104 OTTER CREEK INDUSTRIAL PARK PLAT BOOK E, PAGE 915 CREEK SOUTH ROAD 60' ROW S 0899'SY" W CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY PROPERTY DESCRIPTION Q r I, iyl�_ �Gtkv --------------- HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME THAT ALL SURVEYING RE - PART OF THE NE 1/4 NW 1/4 OF SECTION 9, T-1-S, R-13-W, LITTLE ROCK, QUIREMENTS OF THE STATE OF ARKANSAS AND THE CITY OF LITTLE ROCK SUBDIVISION PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: RULES AND REGULATIONS HAVE BEEN COMPLIED WITH AND A COPY OF SAID BOUNDARY ,�Q�. HAS BEEN DULY FILED FOR THE RECORD OFFICES OF THE STATE SURVEYOR AND THE M4,vv,� PULASKI COUNTY CIRCUIT CLERK ON __ _ ________________ _ 20____, COMMENCING AT THE SOUTHWEST CORNER OF SAID NE 1/4 NW 1/4, SECTION 91 ' IN PLAT BOOK _______________ PAGE __ THENCE NO2'04'36"E ALONG THE WEST LINE THEREOF, 505.54' TO THE --- AJ''bxd POINT OF BEGINNING; THENCE CONTINUING NO2'04'36"E ALONG SAID WEST'° SIGNED 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 •"•�.a. - a1CN____________ ___ _►�i�{_�__d_¢`"C------------- LINE, 745.90' TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE DATE OF EXECUTION NAME, REGISTERED LAND SURVEYOR OF THE MABELVALE WEST INTERCHANGE AS SHOWN ON SHEET NO. 4 OF JOB NO- , ARKANSAS #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 CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY TO THE LEFT, A CHORD BEARING AND DISTANCE OF S58.27'05"E, 223.90'; Aw2"®e_. 3) N19'2116 E, 10.0; 4) EASTERLY ALONG THE ARC OF A 520.0 RADIUS �,,� �,. � -(�ck ________ HEREBY CERTIFY THAT THIS PLAT CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N89'22'55"E, P CORRECTLY REPRESENTS A PLAT MADE BY ME, AND THAT ENGINEERING REQUIREMENTS 355.23; 5) N20'32'43"W, 10.0; 6) NORTHEASTERLY ALONG THE ARC OF ' f OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED A 510.0' RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF c WITH. 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 r I SIGNZE 72.84'; 8) N01'58'01", 39.11' AND 9) NORTHEASTERLY ALONG THE ARC OF A 566 4d°-- 380.0' RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF ` �C ��------------------ - -- --- ------- " yjc� ,tf DATE OF EXECUTION NAME, REGISTERED ENGINEER N59'5534 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 NO --------- ARKANSAS NORTHEAST CORNER OF LOT 1R, AREA 104, OTTER CREEK INDUSTRIAL PARK, LITTLE ROCK, ARKANSAS; THENCE N87'24'38"W ALONG THE NORTH LINE OF CERTIFICATE OF PRELIMINARY PLAT APPROVAL 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 ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS SOUTHEASTERLY CONTINUING ALONG SAID WEST LINE BEING THE ARC OF RELATIVE TO THE PREPARATION AND SUBMITTAL OF A PRELIMINARY PLAT HAVING A 50.0' RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE BEEN FULFILLED, APPROVAL OF THIS PLAT IS HEREBY GRANTED, SUBJECT TO OF S36'58'25"E, 71.20' TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF FURTHER PROVISIONS OF SAID RULES AND REGULAITONS. THIS CERTIFICATE OTTER CREEK SOUTH ROAD; THENCE NORTHWESTERLY ALONG SAID NORTH SHALL EXPIRE RIGHT-OF-WAY LINE BEING THE ARC OF A 542.96' RADIUS CURVE TO THE-----3v-______- , �� DATE 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 SIGNED 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 - ---------------------------- DATE OF EXECUTION NAME A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF C.E. TOLAND COURT; THENCE LITTLE ROCK PLANNING COMMISSION 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, GENERAL NOTES 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 1. ALL BUILDING LINES ARE AS SHOWN 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' 2. ALL DISTANCES ON CURVED BOUNDARIES ARE CHORD DISTANCES 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 3. ALL CORNER RADII ARE 25', UNLESS OTHERWISE NOTED. ACRES, MORE OR LESS. 4. ALL STREET R-O-W AND CUL-DE-SAC RADII ARE 50', UNLESS 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 OTTER CREEK BUSINESS ADDI LITTLE ROCK, ARKANSAS cGETRI M NcGo0NEMRS o PLANS MRS - SURVMY®RS 319 E. MARKHAM (MARKET ROW) #202, LITTLE ROCK, ARKANSAS 72201 PHONE 501-223-9900 DATE: FEBRUARY 1, 2004 \2004\MCFATRICH es -d5-A -5S RF, F'.T�" D FEB 2 5 2004 BY:---I