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HomeMy WebLinkAboutS-1240-F-1 Map 3rim COL_ GLENt4 LAWSON THIS PLAT M d' I DAVID 0. DODD VICINITY MAP NTS ARKANSAS STATE PLANE COORDINATE NORTH ZONE MONUMENT --- —--------------- j N 137817.22 E 1789813.06 set 1/2" iron pin 2 N 137609.55 E 1189905.95 �T set 1/2" iron pin JN 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 N 137505.13 E 1189593.14 N 137692.47 E 1189601,61 N 137735.85 E —11189631.14 LOT 1, 1430-COLONEL GLENN COMMERCIAL set 1/2" iron pin set 1 /2" iron pin found 1/2" iron pin ^ PART OF THE NW1/4 OF SECTION 21. T-1-N, R-13-W, PULA5KI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: COMMENCING AT THE NORTHEFNMOST CORNER OF LOT 5,1430-COLONEL GLENN COMMERCIAL, LITTLE ROCK, AR <ANSAS, 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 LIN _ BEING THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N13'42'06'E, 19.04 FT.; THENCE NORTHERLY CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 770.00 FT. RADIUS CU;,,VE TO THE LEFT, A CHORI BEARING AND DISTANCE OF N16'39'31"W, 213.80 FT.; THENCE N24'38'21"W CONTINU NG ALONG SAID WEST RIGHT-OF-WAY LINE, 415.73 FT.; THENCE NORTHWESTERLY CON1 NUING ALONG SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 25.00 FT. RADIUS CURVt. 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 S65'54' )2"W ALONG SAID FUTURE SOUTH RIGHT-OF-WAY LINE, 217.07 FT. TO THE POINT OF BEGINNING; THENCE S205'58"E, 227.50 FT.; THENCE S6954'02"W, 338.77 FT.; THENCE N87 24'4C "W, 30.10 FT. TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF BOWMAN ROAD; THENI;E NO2'35'20"E ALONG SAID EAST RIGHT-OF-WAY LINE, 33.71 FT.; THENCE S8724'40 ALONG THE PRESENT EAST RIGHT-OF-WAY LINE OF BOWMAN ROAD, 25.00 FT.; THENCE NO735'20" E CONTINUING ALONG SAID PRESENT EAST RIGHT-OF-WAY LINE, 198.72 FT.; THENCE NORTHEASTERLY CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE BEING THE ARC OF A 50.00 F F. 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 :c OF COLONEL GLENN ROAD; THENCE N6654'027E 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 SQ. FT. OR 1.5683 ACRES MORE OR LESS, 40 0 40 120 i Scale ' ----- NORTHEAST CORNER - SW1/4 NW1/4, SEC. 21 q t I I t I I I i i PAGIS MARKER # 2056_ RICHT—OF—WAY TO BE DEDICATED WITH PLAT (2,276 SO. FT.) OPD g O� E oL of beginning a v R50.00' CDN34'14'41"E I O I i a q ' q ' I I O CIA I 1 I I I I Ii I I q ' I r-� t o^ I I O rri i z I 15' RIGHT—OF—WAY TO BE DEDICATED WITH PLAT, (506 S0. FT.) I 45.0 ' I 1 I I I I I f I 1 ' i I t ----- \ 9f 15.0' A---------------� a. LOT 05 25.0' 2S• Roy I M u-) , w 00 I 0 00 CN M / C) E / ro L2 C / 65 , S8%24'4L"c O \� 10.00//„oess 15.10, NBi.` ,40„W J' FUTURE R!G' :--OF-WAY LINE CERTIFICATE OF SURVEYING ACCURACY I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS rGTSTrft�£ ''' PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME ••''sc�TTs �r• '•.,, , ALL K,.usAs MONUMENTS REQUIRED ACTUALLY EXIST AND N . t2s1 ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. ��1�L LA1��••'•'', DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY p0®r�o XTE y�pF ,plJ AR •IA�31SAS `' I, TIMOTHY E. DATERS, HEREBY CERTIFY R E C L Si' E Rp 8� THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE nonsbio.NAE ) ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS e�OTNO.5033 'Z-: HAVE BEEN COMPLIED WITH. �y E Ow�vPp� DATE .OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS FUTURE RIGHT-OF-WAY LINE --_—NE1/4 NW1/4 SE1/4 ----NWI/--------- O 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. //—l01-03 DATE OF EXECUTION R0----HRI A. VOGEL tNTCO4 DATE OF EXECUTION GARYCOLONEL GLENN DEVELOPM 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. I�ll�1�b3 DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER & C I Q2Z) ,FILED FOR RECORD -1 I' « , 2003 IN PLAT BOOK PAGE 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 L I -' I 0 "' I-430 COLONEL GLENN COHMERCOAL LITTLE ROCK, ARKANSAS PART OF THE NW1/4 OF SECTION 21, T-1—N, R-13—W, PULASKI COUNTY, ARKANSAS NOVEMBER, 2003 �aigne By;- 0 AT E: it I © VV 1L711L 1l LCs-aA 1L 1G1Ns (a .s ]\6J'61(o)(tiIA J14P✓ g 116 V (C. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 job i,o. 03 U/62