Loading...
HomeMy WebLinkAboutS-1221-E Map 4v7n Scale 1" = 40 ft PART OF THE SE 1/4 NW 1/4 OF SECTION 16, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: COMMENCING AT THE SOUTHEAST CORNER OF LOT 1, BLOCK 71, CHENAL VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER LYING ON THE NORTH RIGHT-OF-WAY LINE OF CHALAMONT PLACE; THENCE N63'29'55"E ALONG SAID NORTH RIGHT-OF-WAY LINE, 150.73 FT.; THENCE NORTHEASTERLY CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE BEING THE ARC OF A 25.00' RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N22'29'3eE, 32.81 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF CHALAMONT DRIVE; THENCE NORTHERLY ALONG SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 507.47 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N11'l2106"W, 129.16 FT. TO THE POINT OF BEGINNING; THENCE S83705'38"W, 123.09 FT.; THENCE N0656'22"W, 90.12 FT.; THENCE N16 56'18"W, 74.15 FT.; THENCE N1754'25"W, 146.86 FT.; THENCE NO2'17'22"W, 216.45 FT.; THENCE S84'20'25"E, 169.46 FT. TO A POINT ON THE WEST RIGHT- OF-WAY LINE OF CHALAMONT DRIVE; THENCE SOUTHERLY ALONG SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 185.50 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S14'36'45E, 90.08 FT.; THENCE S00'33'39"E CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 371.71 FT.; THENCE SOUTHERLY CONTINUING ALONG SAID WEST RIGHT-OF- WAY LINE BEING THE ARC OF A 507.47 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF SO2'13'32"E, 29.48 FT. TO THE POINT OF BEGINNING, CONTAINING 1.8971 ACRES MORE OR LESS. Y CLARE PLA PERNA L Vr11 CL PLA C� 56'45' E I 7 A r/ STATE OF NSAS q . 1281 0, A SAL. LASS• QERTIFI ATE 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 ACCORDANPittlCe 4PLAT.D EXECUTIONORATION henal Club Blvd. Rock, Arkansas D.R. PAGE INSTRUMENT NO. 88-61004 CERTIFICATE OF SURVEYING ACCURACY 1, 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. 3 ?r 3 DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281. ARKANSAS QERTIFICATE OF ENGINEERING ACCURACY Ali A, AS I, TIMOTHY E. DATERS, HEREBY CERTIFY REGISTERED THAT THIS PLAT CORRECTLY REPRESENTS A PROFESSIONAL t PLAN MADE BY ME, AND THAT THE ENGINEER ENGINEERING REQUIREMENTS OF THE LITTLE t r • C j.) ROCK SUBDIVISION RULES AND REGULATIONS �► W 5033 '®r q-�1 HAVE BEEN COMPLIED WI . P �E' 2•L��3 DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033. ARKANSAS JVT Pig,=� �� R507.47' CDS0713'32' E LC29.46' 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. 3 19io3 <----- .� DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION THIS _401y CERTIEIC6a OF RECORDING OCUMENT. NUMBER ZQQ'�622 6j l FILED FOR 1)4amVNN , .200S IN PLAT BOOK 01� • CAROI:YDI STALEY Circuft Counly"ftrk A Rmrc+ f Y4. GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 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 WITHIN THE 100 YEAR FLOOD BOUNDARY, AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. PLAT OF LOTS- 1-7 BLOCK 75 \� 11)11) I I 01 I t1> 11:111 t 1 I l t1► I - To be known as "CHALAMONT PLACE" BEING PART OF THE SE 1 /4 NW 1 /4 OF SECTION 16 T-2—N, R-14—W�3 PULASKI COUNTY, ARKANSAS e A3iarjedAPRIL, 2003 BY: p7�rr�r�+i� �+ p�7� �r �r,DA:TZ ® VV 11E !! lri-OA !! 1G1Ril� t9S AM-0 CffA Il ll.p H4C. gCIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT. SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 03-0126