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HomeMy WebLinkAboutS-1306 Map 14" O0 o t � WZ 0 /f1 4 / . D I '/ ,S8r�- 6C-15'56"E 4/16/` .22'1 i.•5/ 3"/ WNSp'pp R514.70' 2861IMITS.-6f FV-oPY, CDS82'32'00"W LC29314' I o 0 LOT R5929.58' I a� 68e9°z3y �4z 47 R5929.58' CDN67°52'48"E LC20.36' S ' " INLC 124.47' I � U' ° R a a CERTIFICATE OF SURVEYING ACCURACY a �^ ............... BASELINE ROAD " ��...';STEjti�� ., pLATUCORRECTITE, HEREBY LY REPRESENTS AIFBOUNDARY Y THAT IS o s1Arr or'•., SURVEY MADE OR VERIFIED BY ME, ALL o A NSAS _ MONUMENTS REQUIRED ACTUALLY EXIST AND O 281 ARE CORRECTLY SHOWN HEREON AND THAT ALL C� OTTER CREEK RD. O Q SURVEYING REQUIREMENTS OF THE LITTLE .{� SIG.ATURr: ROCK SUBDIVISION RULES AND REGULATIONS LEGAL DESCRIPTION- FLOODWAY �UfO �teM.v�t� Ste;' HAVE BEEN COMPLIED WITH. PART OF THE W1 /2 SW 1 /4 OF SECTION 8, T-1-S, R-13-W, LITTLE ROCK, ��.. LAB' 2 5 �� AR STATE HWY. # 5 ���5 Q 50 0 50 150 PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: �y + DATE OF EXECUTION PAUL M. WHITE (, COMMENCING AT THE SOUTHWEST CORNER OF THE SW1/4 OF SAID Scale I e �� = S O f l REGISTERED LAND SURVEYOR INTERSTATE 30 SECTION 8; THENCE NO2-39'59"E ALONG THE WEST LINE OF SAID NO. 1281, ARKANSAS 0 o SW1/4, 1519.58 FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE VICINITY MAP OF INTERSTATE ROUTE # 30; THENCE NORTHEASTERLY ALONG SAID w NITS NORTH RIGHT-OF-WAY LINE, BEING THE ARC OF A 5929.58 FT. RADIUS w C5 CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N6752'48"E, o 20.36 FT.; THENCE NO2'12'14"E503.64 FT. TO THE POINT OF BEGINNING; Q THENCE NO2'12'14"E, 99.87 FT.' THENCE S86"15'56"E, 416.22 FT.; J THENCE S02'25'52"W, 51.61 FT.; THENCE N82'20'53"W, 128.61 FT.; a j THENCE SOUTHWESTERLY ALONG THE ARC OF A 514.70 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S82'32'00"W, 293.14 FT. TO THE POINT OF BEGINNING, CONTAINING 0.5153 ACRES MORE OR LESS. sas•� r a" de PA:JI 1Aarke` 1625.43' 2070 A7, MK. ARKANSAS STATE PLANE COOORDINATES NORTH ZONE MONUMENT )_— N 11395496 E 1181948,37 set 1/2" Iron pin _ N 114558 02 E 1181971 58 found iron pin -- N 114550 60 -53- E 1182085 34 set 1/2" Iron pin - N 1140.91 -- E 1182386 92 -- found von pm N 114106.87 E 118236891 set i/2' Iron pin i N 114000.42 E 1182064.24 set 1/2" iron pin J m6 Southwest corner SWt/4, Section 8 T-1-S, R-13-W 0,,/Sj A T E n ��.,4 CERTIFICATE OF ENGINEERING ACCURACY i� AR A. SAS N I, TIMOTHY E. DATERS, HEREBY CERTIFY RF.GISTEREB PROFESSIONAL THAT THIS PLAT CORRECTLY REPRESENTS A ENGINEER PLAN MADE BY ME, AND THAT THE * * ENGINEERING REQUIREMENTS OF THE LITTLE N0.5033 ��#'SUE 001 HAAVE BEEN DIVISION COMPLIEDLWS H GUL I > Tjy�E�P�� Zoo DATE OF EXECUTION TIMOTHY E. CATERS 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 38Zo w> �blode� LP- Gittle- kecke 2220I INSTRUMENT NO. Z - 4-0/ DATE OF EXECUTION INSTRUMENT NO.201I _/ 7-26 3 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 6 Q •moo ° �, '' 9 CERTIFICATE OF RECORDING r �" LEGAL DESCRIPTION THIS DOCUMENT, NUMBER,_-- FILED FO PART OF THE W1/2 SW1/4 OF SECTION 8, T-1-S, R-13-W, LITTLE ROCK, RECORD=2-i Leh , 1FJ� IN PLAT BOOK-'+k1,\fiGA*". PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: PAGE COMMENCING AT THE SOUTHWEST CORNER OF THE SW1 /4 OF SAID CARO7ALLLOT LE'`r "ircuit County Clerk & Recorder SECTION 8; THENCE NO2'39'59"E ALONG THE WEST LINE OF SAID ) _ SW1/4, 1519.58 FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE > OF INTERSTATE ROUTE # 30; THENCE NORTHEASTERLY ALONG SAID GENERAL NOTES: / ~ iv NORTH RIGHT-OF-WAY LINE, BEING THE ARC OF A 5929.58 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N67'52'48"E, 1. 1/2" IRON PINS WERE SET AT CORNE / N 4� 20.36 FT. TO THE POINT OF BEGINNING; W � a UNLESS NOTED OTHERWISE. o THENCE NO2'12'14"E, 603.51 FT.; THENCE S86'15'56"E, 416.22 FT.; O N THENCE S02'25'52"W, 424.42 FT. TO A POINT ON SAID NORTH RIGHT- 2. ERROR OF CLOSURE: EXCEEDS 1:50,000 m LL o OF -WAY LINE OF INTERSTATE ROUTE # 30; THENCE SOUTHWESTERLY ALONG 3. ALL OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD .J SAID NORTH RIGHT-OF-WAY LINE, BEING THE ARC OF A 5929.58 FT. RADIUS BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD J L 0 T 2 CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S70'08'21"W, INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. o «� O w 447.14 FT. TO THE POINT OF BEGINNING, CONTAINING 4.8689 ACRES MORE OR LESS. (FIRM Community Panel # 050181 0020 E, Nov. 3, 1993) Z o 4. AREA LOT 1 65,754 SO. FT. 1.5095 ACRES LOT 2 146,336 SQ. FT. 3.3594 ACRES R5929.58' CDS70°44'26" W PLAT OF LC322.74' 0 LOTS I & 2 SIEBERT ADDIjION AN ADDITION TO THE CITY OF LITTLE R 0 CK, ARKANSAS BEING PART OF THE S W I /4 OF SECTION 8, T — I — S, R — 13 — W, # 3�— LITTLE ROCK, PULASKI COUNTY, ARKANSAS a ROTE 0 FEBRUARY, 2001 INT FINAL PLAT A Si d © IID1f17P1ELw & AiggocjA Tmg HYtc BY: CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING DATE: 0 Q 24 RAHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223 Job No. 00-0701