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HomeMy WebLinkAboutS-0057-NN Map 6CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER ARKANSAS STATE PLANE COORDINATE NORTH ZONE MONUMENT 1 N 158206.78 E 1220740.93 found T pipe N 157979.62 E 1220807.43 N 157858.31 E 1220862.25 N 157848.02 E 1220839,46 N 157826.69 E 1220849.10 N 157804.03 E 1220840.30 N 157785.60 E 1220826.37 N 157748.28 E 1220721.52 N 157734.72 E 1220666.15 N 157717.55 E 1220608.68 N 157713.73 E 1220597.89 N- 157744.15 E 1220534.06 N 158073.29 E 1220417.43 N 158107.48 E 1220513.91 N 158156.32 E 1220598.52 found 1/T pin - set 1/2" iron pin _ r set 1/1' iron pin set 1/2' iron pin ' set 1/T iron pin _ found 1/2" iron pin _. RIVER HEIGHTS ' set 1/T iron pin PLAT BOOK DP.4GF 890 ! / set 1/2" iron pin , set 1/T iron pin set 1/T iron pin set 1/2' iron pin found 1/2" iron pin set T in p 1/ iron 1 - % T � -� ESM� N� 0 2 � set 1/T iron pin � 0 1 / p,G� GE S 15 lin Sip / PAGIS Marker 2019-0042� 000 98113 35 E 1220403.24 ?14 6 \ END RpAD RIVER 6 R� CANAL POINTE PLAT BOOK C, PAGE 871 NW Corner Tract D-2A 1 1 Scale 1" = 30 ft RIVER BEND TRACT D-2A RIVERDALE ADDITION \ m CD hG... r�SAS NO.1281 v ^.i f���1L LA��Sv IO�S4t E;oai AItK�VNSAS N IIEGMERED �I PilOEES,0'1ie0NAL b EN61NEER ,A x x • No.5033 P i E ro. CERTIFICATE OF RECORDING 3 THIS DOCUMENT, NUMBER FILED FOR RECORD , 20 IN PLAT BOOK PAGE I, 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 LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. 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 D.R. PAGE INSTRUMENT NO. - MARION BURTON, agent 2230 COTTONDALE LN. SUITE # 6 LITTLE ROCK, AR 72202 CERTIFICATE OF FINAL APPROVA 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 TIMOTHY E. DATERS DATE OF EXECUTION LITTLE ROCK PLANNING REGISTERED PROFESSIONAL COMMISSION ENGINEER NO. 5033, ARKANSAS GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL 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 RIVERDALE RH-8 A TRACT OF LAND LOCATED IN THE NE1/4 OF SECTION 32 AND NW1/4 OF SECTION 33, T-2-N, R-12-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF TRACT D-2A, RIVERDALE ADDITION, LITTLE ROCK, ARKANSAS; THENCE S16'19'00"E ALONG THE WEST LINE OF SAID TRACT D-2A, 236.69 FT.; THENCE S24'19'03"E CONTINUING ALONG SAID WEST LINE, 133.12 FT. TO THE NORTHEAST CORNER OF TRACT D-2A1, SAID RIVERDALE ADDITION; THENCE S65'40'57"W ALONG THE NORTH LINE OF SAID TRACT D-2A1, 25.00 FT. TO THE NORTHWEST CORNER THEREOF; THENCE S24'19'OTE ALONG THE WEST LINE OF SAID TRACT D-2A1, 23.41 FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF RIVERBEND ROAD; THENCE WESTERLY ALONG SAID NORTH RIGH-OF-WAY LINE THE FOLLOWING: (1) SOUTHWESTERLY ALONG THE ARC OF A 60.00 FT. RADIUS CURVE TO THE LEFT A CHORD BEARING AND DISTANCE OF S21'14'49"W, 24.31 FT.; (2) SOUTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S37'04'07"W, 23.10 FT.; (3) SOUTHWESTERLY ALONG THE ARC OF A 547.96 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S70'24'36"W, 111.29 FT.; (4) S76'14'1TW, 57.01 FT.; (5) SOUTHWESTERLY ALONG THE ARC OF A 597.96 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S73'21'49"W, 59.98 FT.; (6) S70'29'21"W, 11.45 FT. AND (7) NORTHWESTERLY ALONG THE ARC OF A 50.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N64'30'40"W, 70.71 FT. TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF RIVERFRONT DRIVE; THENCE N19'30'41"W ALONG SAID EAST RIGHT-OF-WAY LINE, 349.19 FT. TO A POINT ON THE SOUTH LINE OF AN ACCESS, UTILITY AND DRAINAGE EASEMENT RECORDED IN PLAT BOOK C, PAGE 871, RECORDS OF PULASKI COUNTY; THENCE N7929'18"E ALONG SAID SOUTH LINE, 102.35 FT.; THENCE N60'00'09"E CONTINUING ALONG SAID SOUTH LINE, 97.69 FT.; THENCE N70'29'18"E CONTINUING ALONG SAID SOUTH LINE, 151.09 FT. TO THE POINT OF BEGINNING, CONTAINING 140,172 SQ. FT. OR 3.2179 ACRES MORE OR LESS. c�n PLA T OF TRACT R-B RIVERDALE .ADDITION LITTLE 1 P 0 CK, ARKANSAS / AREA PROTECTED FROM 500 YR. FLOODBYA LEVEE DIKE. J PART OF SECTIONS 32 AND 33 \ T-2-N, R-12-W f PULASKI COUNTY, ARKANSAS JANUARY, 2006 S © DATMW&AWOCmT=(a CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 024 RAHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223 Job No. 05-1104P