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HomeMy WebLinkAboutS-0057-NN Map 7ARKANSAS STATE PLANE COORDINATE NORTH ZONE N_158206.78 E 1220740.93 N 157858.31 E 1220862.25 N 157848.02 E 1220839.46 N 158073.29 _ E 1220417.43 MONUMENT found 2" pipe found 1/2' pin set 1/2" iron On set 1/2" iron pin set 1/2' iron pin found 1/T iron pin set 1/T iron pin set 1/2' iron pin set 1/Z. iron pin set 1/2' iron pin set 1/T iron pin found 1 fr iron pin set 1/2" iron pin PAGIS Marker # 2019-0 N 158113.35 E 1220403.24 VICINITY MAP tl F THIS PLAT R�J�R$�N9 CANAL POINTE PLAT BOCK C, PAGE 871 NW Comer Tract D-2A RIVER HEIGHTS P-O.B PLAT BOOK D, PAGE 890 _./ O 1 /= O I NT / f C PGGESSP� \ % , 9 /END RSA RIVE RBo 0 0 30 9 Scale 1" = 30 ft tJ Lf? O RIVER BEND TRACT D-2A \ RIVERDALE ADDITION 0 0 0 0- o \ 0 0. 0 F O , � N 1 4 CERTIFICATE OF SURVEYING ACCURACY I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS r �C,�...... N h. PLAT CORRECTLY REPRESENTS A BOUNDARY ••S'r;,1T�py: 'o, i SURVEY MADE OR VERIFIED BY ME, ALL A,, ANSAS .t 11 MONUMENTS REQUIRED ACTUALLY EXIST AND NO.1281 e a ARE CORRECTLY SHOWN HEREON AND THAT ALL C'a ` SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. rfv�LLAN� "................ DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS _ CERTIFICATE OF ENGINEERING ACCURACY A A✓C>ik NSAS I, TIMOTHY E. DATERS, HEREBY CERTIFY �, �` "� �� ® t� THAT THIS PLAT CORRECTLY REPRESENTS A �y Y l" G I S T E � a PLAN MADE BY ME, AND THAT THE ENGINEER ENGINEERING REQUIREMENTS OF THE LITTLE ROCKSUBDIVISIONAND REGULATIONS UBBEEI VISION RULESED i $ �� NO.5033 e� HAVE 4TyY ��r /l p DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS CERTIFICATE OF RECORDING O N m 3� THIS DOCUMENT, NUMBER FILED FOR ' RECORD 20 IN PLAT BOOK N - \ PAGE 1\ CENT-HAL AW; PLANSAPPROVED EASEMEJT,4PPROVc ` Milo! V2/ CERTIFICATE OF OWNER WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE, SHOWN AND DESCRIBED HERriN, 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 T ! PLAT. DATE OF EXECUTION MARION BURTON, agent 2230 COTTONDALE LN- SUITE '# 6 LITTLE ROCK, AR 72202 D.R. PAGE INSTRUMENT NO. - 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 LITTLE ROCK PLANNING COMMISSION 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 S24.19'03"E 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 RICH -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 1\164.30'40"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 N70'29'18"E ALONG SAID SOUTH LINE, 102.35 FT.; THENCE N60'00'09"E CONTINUING ALONG SAID SOUTH LINE, 97.69 FT.; THENCE N7929'18"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. PLAT OF TRACT 1�H-8 LITTLE ROCK, ARKANSAS PART OF SECTIONS 32 AND 33 T-2-N, R-12-W PULASKI COUNTY, ARKANSAS drys rrJAN�rrU+A�R�Y, n2006 © VV!!]/![ l(!G-DAL JG(t,1aY & A1MOCM J[ f('wY1 1(t V (C. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Del otif� Job No. 05-1104PI M