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HomeMy WebLinkAboutS-1240-F-1 Map 1n Of O w J Y U 1 T W. 36TH COL_ Gi.ENN T N/S PLAT LAWSON O r�) I DAVID 0. DODD \/Il IAIITV A/AM ARKANSAS STATE NORTH PLANE COORDINATE ZONE MONUMENT 1 N 137817,22 E 1189813.06 set 1/2" iron pin 2 N 137609.55 E 1189905.95 set 1/2' iron pin 3 N 137471.22 E 1189596.71 set 1/2" iron pin 4 N 137471.91 E 1189581.63 set 1/2" iron pin 5 N 137505.58 E 1189583.15 set 1/2" iron pin 6 N 137505.13 E 1189593.14 set 1/2' iron pin 7 N 137692.47 E 1189601.61 set 1 /2" iron pin 8 N 137735.85 E 1189631.14 found 1/2" iron pin a LOT 1, 1430-COLONEL GLENN COMMERCIAL PART OF THE NW1/4 OF SECTION 21, T-1-N, R-13-W, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: COMMENCING AT THE NORTHERNMOST CORNER OF LOT 5,1430-COLONEL GLENN COMMERCIAL, LITTLE ROCK, ARKANSAS, SAID CORNER LYING ON THE WEST RIGHT-OF-WAY LINE OF COLONEL GLENN COURT; THENCE NORTHEASTERLY ALONG SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 50.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N15'37'20"E, 34.95 FT.; THENCE NORTHERLY CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N13'42'05"E, 19.04 Fr.; THENCE NORTHERLY CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 770.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N16-39'31"W, 213.80 FT.; THENCE N24'38'21"W CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 415.73 FT.; THENCE NORTHWESTERLY CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N69'22'09"W, 35.19 FT. TO A POINT ON THE FUTURE SOUTH RIGHT-OF-WAY LINE OF COLONEL GLENN ROAD; THENCE S6554'02"W ALONG SAID FUTURE SOUTH RIGHT-OF-WAY LINE, 217.07 FT. TO THE POINT OF BEGINNING; THENCE S24'05'58"E, 227.50 FT.; THENCE S6554'02"W, 338.77 FT.; THENCE N8724'40"W, 30.10 FT. TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF BOWMAN ROAD; THENCE NO2'35'20"E ALONG SAID EAST RIGHT-OF-WAY LINE, 33.71 FT.; THENCE S8724'40"E ALONG THE PRESENT EAST RIGHT-OF-WAY LINE OF BOWMAN ROA 25.00 FT.; THENCE NO2'35'20" E CONTINUING ALONG SAID PRESENT EAST RIGHT-OF-WAY LINE, 198.72 Fr.; THENCE NORTHEASTERLY CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE BEING THE ARC OF A 50.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N34'14'41'E, 52.48 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF COLONEL GLENN ROAD; THENCE N65'54'02"E ALONG SAID SOUTH RIGHT-OF-WAY LINE, 194.26 FT.; THENCE S24'05'58"E, 10.00' TO THE POINT OF BEGINNING, CONTAINING 68,313 SO. FT. OR 1.5683 ACRES MORE OR LESS. 40 0 40 ------------------------------------ NORTHEAST CORNER -- SW1/4 NW1/4, SEC. 21 ^} Scale 1" = 40 ft 120 PAGIS MARKER # 2056_ RIGHT—OF—WAY TO BE DEDICATED WITH PLAT f (2,272 S0. FT.) �1 N6/ Ng9 i GL o �0 qq , of beginning '0 / d9� R50.00' `� EsRc. • CDN34'14'41"E LC52.48' CID- 0, j' 7 \ v �O I NN I I i q ' I I I I I I I I I 1 I � I I i I �1 I I II � w I 0 q Mn I CV n D, Z f 15' RIGHT—OF—WAY TO BE DEDICATED WITH PLAT, (506 SO. Fr.) 45.0, I I 1 i I I i I I I I I I I FUTURE RIGHT-OF-WAY LINE NE1/4 NW1 /4 I _.-_'--------- _ __ 15.0' - -- --- ISO, --- SE1/4 NWtj4 -- LOT I z. - 00 25.0' 5 Rov Ow 0000 CN CD J Z E W m / S87'24'40"E 25.00' / 0.00, I/ P°Oess t Esm. 15.10' N87'24'40"W 30.10' FUTURE RIGHT-OF-WAY LINE 0 CERTIFICATE OF SURVEYING ACCURACY I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, 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 PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY I, TIMOTHY E. DATERS, 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 TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS 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 LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. DATE OF EXECUTION ROBERT A. VOGEL DATE OF EXECUTION GARY LAY COLONEL GLENN DEVELOPMENT COMPANY 11219 FINANCIAL CENTRE PARKWAY SUITE 300 LITTLE ROCK, AR 72211 INSTRUMENT NO. 98-001039 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 REGULATIONS. DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER RECORD 20 PAGE ,FILED FOR IN PLAT BOOK GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS, UNLESS NOTED OTHERWISE. 2. ALL EASEMENTS SHOWN = _ _ = ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 3. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5. ERROR OF CLOSURE: EXCEEDS 1: 50,000 NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. (FIRM Community Panel # 050181 0084 F, dated Oct. 19, 2001) PLA T OF LOT I 430 C. u L OA[EL GLENN C°01�11�11'R CIA L LITTLE' ROCK, ARKANSAS .f31I1e' PLANS APPROVED EASLIMENTAPPRD'/ EASEMENT EQ ARE (J � DATE By PART OF THE NW1/4 OF SECTION 21, T-1—N, R-13—W, PULASKI COUNTY, ARKANSAS NOVEMBER, 2003 © VV UL4L( /11Ce-0A 111Ce.L1US & 20,99 ,99 H 0L Qi CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Job No. 03-0762