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S-1240-F-1 Map 2
M K U w w J Y U a Y W. 36TH COL_ V LAWSON CD pe r I DAVID 0. DODD VICINITY MAP NTS ARKANSAS STATE NORTH N 1376L7817.22 PLANE COORDINATE ZONE E 1189813.06 ---_ set MONUMENT 1J2' iron pin 2 N t41 139.55 E 1189905.95 set 1/2" iron pin 3 N 1374i1.22 E 1189596.71 set 11V iron pin N 137471.91 E 1189581.63 '_ set 1 JY iron pin 5 N 1375C5.58 E 1189583.15 _ set 11V iron pin 6 75(5.13 E 1189593.14 set 1/2' iron pin ;N1 7 7652.47 E 1189601.61 set 1/2' iron pin 8 77.:5.$5 E 1189631.14 ~ ` found 112" iron pin 40 0 � 40 - - 120 Scale NORTHEAST CORNER -" SW1/4 NW1/4., SEC. 21 O PART OF THE NW11/4 OF SEC' ION 21, T-1-N. R-13-W, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBE) AS: {tea COMMENCING AT THE NORTHEFNMOST CORNER OF LOT 5, 1430-COLONEL GLENN q COMMERCIAL, LITTLE ROCK, AR tANSAS, SAID CORNER LYING ON THE WEST RIGHT-OF-WAY O LINE OF COLONEL GLENN COUNT; THENCE NORTHEASTERLY ALONG SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 5C.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N15'37'20"T, 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 N13'42'05"E, 19.04 FT.; THENCE NORTHERLY CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 770.00 FT. RADIUS CURVE TO THE LEFT, A CHORE BEARING AND DISTANCE OF N1639'31"W, 213.80 FT.; THENCE N24'38'21"W CONTINU NG ALONG SAID WEST RIGHT-OF-WAY LINE, 415.73 FT.; THENCE NORTHWESTERLY CONIINUING ALONG SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 25.00 FT. RADIUS CURVC 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, 21707 FT. TO THE POINT OF BEGINNING; THENCE S2CO5'58"E, 227.50 FT.; THENCE S6554'02"W, 338.77 FT.; THENCE N87*24'4("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"= ALONG THE PRESENT EAST RIGHT-OF-WAY LINE OF BOWMAN ROAD, 25,00 FT.; THENCE NO2'35120" E CONTINUING ALONG SAID PRESENT EAST RIGHT-OF-WAY UNE, 198.72 FT.; THENCE NORTHEA` TERLY 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 SINE OF COLONEL GLENN ROAI); 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. LOT 1, k30-COLONEL GLENN COMMERCIAL 0 q q PAGIS MARKER # 2056. RIGHT-OF-WAY TO BE DEDICATED WITH PLAT i� (2,276 S0. FT.) , 1v � 0 wP� OF CO' - of beginning 9 � ' 1 or o. N+�2� R50.00' CDN34'14'41°E 15 / LC52.48' f j \S O 1 p v I o w 15' RIGHT " TO BE f DEDICATED LAT (506 SO. FT.) 45.0 I I I I j I 1 I I I , r i5.0' I --------__ d I L 0 T i� rn 25.0' zs. Rul I i o 00 v w c3 S87024',' 0.0Es 0i 15.10' N87'24'40'W 30.10' FUTURE R!-17-017-WAY LINE CERTIFICATE OF SURVEYING ACCURACY .......... ••.,, 1, PAUL M. WHITE, HEREBY CERTIFY THAT THIS 'rGISTy�'''•:� PLAT CORRECTLY REPRESENTS A BOUNDARY ..........`� SURVEY MADE OR VERIFIED BY ME •'OS'f.\1Ti OF `'••,, , ALL 'KANSAS MONUMENTS REQUIRED ACTUALLY EXIST AND N .1251 ARE CORRECTLY SHOWN HEREON AND THAT ALL f, 3 0 ' n ti? SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. LA13��' •''• ......,,,... DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY JOyd rro4� pDJyI��X� IEE4�,07, 98� A13g i,%ISAS N4 1, TIMOTHY E. DATERS, HEREBY CERTIFY p� �� � �, #��� 1k THAT THIS PLAT CORRECTLY REPRESENTS A PROFESSIONAL 1 PLAN MADE BY ME, AND THAT THE ENGINEEN ENGINEERING REQUIREMENTS OF THE LITTLE a ROCK SUBDIVISION RULES AND REGULATIONS No.5033 Q�4t HAVE BEEN COMPLIED WITH. 4OTy� OP'j/-t'Z- O_z_ DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS FUTURE RIGHT-OF-WAY LINE 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 �P�LATT., f //- la-0 3 HaYT�U 22i DATE OF EXECUTION R08ERT A. VOCEL DATE OF EXECUTION GARY LA COLONEL GLENN DEVELOPM NT CO ANY 11219 FINANCIAL CENTRE PARKWAY SUITE 300 LITTLE ROCK, AR 72211 INSTRUMENT N0. 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. Ithlob DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER 1 C3MD23 ,FILED FOR RECORD 2003 IN PLAT BOOK Lz PAGE 'I C`lPi '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. _ NL1 4 NWI-- 4 4. DISTANCES SHOWN ALONG CURVES ARE set/4 Nw1/4 --- CHORD DISTANCES. 5. ERROR OF CLOSURE: EXCEEDS 1: 50,000 O 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 # 050171 0084 F, dated Oct. 19, 2001) PLA T OF LOT I- 4 3 0 CO T ONEL GLENN C01� ME T CI A, L LITTLE .ROCK, APKA SAS PART OF THE NW1/4 OF SECTION R ;3I1 T-1-N, R-13-W, _ PULASKI COUNTY, ARKANSAS ,StTi 0 BY: -� NOVEMBER, 2003 DATE: x © VV 1121111! 1G-,DA T022 & L']1699(0CZ`,j 111CdS 1L1V lL.o CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Job i. O,,62