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HomeMy WebLinkAboutS-0285-UU Map 160' ROW I © 30 w o� N � N N) O Z N87'32'59"W 20.00' \\ \ \ \ I I I f00• ROiW i I o J D m g I R1004.93' CDNO9'1 1'25" E LC235.88' 'a J w 1 T� 40' 7 v � I o'a � R40.00' CDN26'04'29"W LC53.54' be9� O-quill 0 30 Scale 1" = 30 ft VICINITY MAP NTS THIS g PLAT \ m 1 ARKANSAS STATE HWY. j 10 ` 33U RANCh OR. as e�J0 Npac CHENAL PARKWAY WU U u N z z z 0 1 G(J• " 30. q��ess 36Q'q 0 ' \ \ Uti/ity Fsmt. \ \ \ / 4 TRACT D- 1 / J� U U 100 B/d9. /n,e \ Sp' \ °ids cOPe IN WAS uffer ARKANSAS STATE PLANE COORDINATES N (NORTH 173174.65 ZONE) E 1171768.09 set Monument 1/2" iron pin N 173222.74 E 1171744.56 set 1/2" iron pin N 173279.34 E 1171760.72 set 1/2" iron pin N 173512.19 E 1171798.39 set 1/f iron pin N 173513.05 E 1171778.41 set 1/2" iron pin N 173546.74 E 1171779.85 set 1/2" iron pin N 173419.35 E 1172117.58 set 1/2" iron pin N 173085.31 E 1172009.80 set 1/2" iron pin N 173118.83 E 1171906.82 set 1/2" iron pin t\ StR # 0e5 50968 O fir•'"��ISTER� t 4•1TATE3F"-- f'• ARKANSAS �Ir, NO.1281 E y Q } IGNA URa 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. 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 LITTL ROCK SUBDIVISION RULES AND REGULATI S HAVE BEEN COMPLIED WITH. GGo� DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS CERTIFICATEOF 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 BY RANCH PROPERTIES, INC 900 S. SHACKLEFORD, SUITE 300 LITTLE ROCK, AR 72211 INSTRUMENT NO. 89 62166 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 / a LEGAL DESCRIPTION PART OF THE SE1/4 OF SECTION 14, LYING NORTH OF ARKANSAS STATE HWY. GENERAL NOTES: Mv° #10; T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS / 3 DESCRIBED AS: - 2. ALL EASEMENTS SHOWN - - ARE TO BE USED BEGINNING AT THE INTERSECTION OF THE NORTH RIGHT-OF-WAY LINE OF FOR DRAINAGE AND/OR UTILITIES. ARKANSAS STATE HWY. #10 AND THE EAST RIGHT-OF-WAY LINE OF CHENONCEAU BLVD.; THENCE NORTHWESTERLY ALONG SAID EAST RIGHT-OF-WAY 3. LOTS WITH TO ROUNDED CORNERS ARE MEAECTION LINE, BEING THE ARC OF A 40.00 FT. RADIUS CURVE TO THE RIGHT, A OF LOT LINES AND NOT POINTS ON A / CHORD BEARING AND DISTANCE OF N26'04'29"W, 53.54 FT.; THENCE CURVE. N15'55'48"E AND CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE, 58.86 FT.; THENCE NORTHERLY AND CONTINUING ALONG SAID EAST RIGHT- 4. DISTANCES SHOWN ALONG CURVES ARE OF -WAY LINE, BEING THE ARC OF A 1004.93 FT. RADIUS CURVE TO THE CHORD DISTANCES. LEFT, A CHORD BEARING AND DISTANCE OF N09'11'25"E, 235.88 FT.; 5. ERROR OF CLOSURE: EXCEEDS 1:50,000 THENCE N87'32'59"W AND CONTINUING ALONG SAID EAST RIGHT-OF-WAY / LINE, 20.00 FT.; THENCE NO2'27'01"E AND CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE, 33.73 FT.; THENCE S69"20'00"E, 360.95 FT.; THENCE S17'52'53"W, 351.00 FT. TO A POINT ON THE SAID NORTH / RIGHT-OF-WAY LINE OF ARKANSAS STATE HWY. #10; THENCE N72'03'38"W ALONG SAID NORTH RIGHT--OF-WAY LINE, 108.30 FT.; THENCE 1M�k N68'04'46"W AND CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE, I*~Lao'E0i s� 149.54 FT. TO THE POINT OF BEGINNING, CONTAINING 109,171 SQ. FT. OR \ / 2.5062 ACRES MORE OR LESS. no ADDITIONAL EASEMENTS REQUIRED I / \ I~ ADDttttMlAL �ISEME.TS ARE REQUIRED PLA T OF�'�, _� /Oe 3p 8 W ,517 \ R/0�\ / i21 a OF WAY %5 SQ.� pfp/OAT/ON 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. wps�_ � � AN ADDITION TO LITTLE' ROCK, I'VATER PLANSAPPROVED EASEMENTAFPRDVED EASEMENT REOUI ED�2,�Y DATE R Y' o r z THE CITY OFARKANSA S PART OF THE SE 1 /4, SECTION 14 T-2-N, R-14-W PULASKI COUNTY, ARKANSAS JUNE, 2002 CML ENGINEERING, LAND PLANMNG & DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITRE ROCK, ARKANSAS 72223 �1 Job No. 02-0339