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HomeMy WebLinkAboutZ-4987-B Map 5AoPv-E (ao 0SEp) R�6 ASW) t 6 � N1p1p, pp' IL �y2 5p� , PAGIS MKR. 534-030 (2019-004=: ELEV 252.40 r-2 I \/ E 12. 1-11-1 C-1 I-; TS North 'n 1 158,113.35 1,120,403.24 9iTwItC� rBgL _ aTR�aN o'Ia1N 1,120,269.05 3 158,542.40 I � I q I 0 1,120,442.05 5 158,690.86 1,120,544.83 6 158,657.13 1 4 MiN � 7 158,222.41 u� _a 1 A (Tyr) r-2 I \/ E 12. 1-11-1 C-1 I-; TS VA�IOU� O�'T'10(�hF>xZ CJI_ 1� •- � PAGIS MKR. 534-029 ( 2019 - 00 .-! 1 ELEV. 252.72 / i1R / S�6.43 29.80' lop ^y TO \ r 9• \ 8 \ \ 7 mo CANAL POINTE A , \ z AN ADDITION TO THE CITY v 4 OF L I TTLE ROCK, ! RKANSAS m� r Ui N n 6 z_ 5 06 \ �` \ � P w , w a m \ m 4 93 io'So•' \ r \ \ 3 \ m \ 1 5 oe , q, �Q• W 1 \ , A N 5. tJ 5,�, 2 636 25,N 25 pA /S 01 ' MENt -1,—NM Cor. Tract 'D -2A' SCE EPgE — Riverdale Addltlon rDP AGE WE P —' 6pz _,,— PpINT P�g7o sw pp• M 32 / r P N AL SjREE T P� G JcoRo�o �N p E i i i State Plane Coordinates Point North 'n 1 158,113.35 1,120,403.24 9iTwItC� 158,491.39 1,120,269.05 3 158,542.40 I � I q Hca 1,120,442.05 5 158,690.86 1,120,544.83 6 158,657.13 1 4 MiN � 7 158,222.41 u� _a VA�IOU� O�'T'10(�hF>xZ CJI_ 1� •- � PAGIS MKR. 534-029 ( 2019 - 00 .-! 1 ELEV. 252.72 / i1R / S�6.43 29.80' lop ^y TO \ r 9• \ 8 \ \ 7 mo CANAL POINTE A , \ z AN ADDITION TO THE CITY v 4 OF L I TTLE ROCK, ! RKANSAS m� r Ui N n 6 z_ 5 06 \ �` \ � P w , w a m \ m 4 93 io'So•' \ r \ \ 3 \ m \ 1 5 oe , q, �Q• W 1 \ , A N 5. tJ 5,�, 2 636 25,N 25 pA /S 01 ' MENt -1,—NM Cor. Tract 'D -2A' SCE EPgE — Riverdale Addltlon rDP AGE WE P —' 6pz _,,— PpINT P�g7o sw pp• M 32 / r P N AL SjREE T P� G JcoRo�o �N p E i i i State Plane Coordinates Point North East 1 158,113.35 1,120,403.24 2 158,491.39 1,120,269.05 3 158,542.40 1,120,412.77 4 158,616.85 1,120,442.05 5 158,690.86 1,120,544.83 6 158,657.13 1,120,582.84 7 158,222.41 1,120,710.48 THIS PROJECT 90l VICINITY MAP 50 0 100 GRAPHIC SCALE IN FEET ` Y r GENERAL NOTES: 1. IRON PINS WERE SET AT ALL LOT CORNERS 2, ALL EASEMENTS SHOWN— —APE 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 CHORDS. 5. RADII AT INTERSECTIONS OF STREET RIGHTS OF WAY ARE 25' 6. ERROR OF CLOSURE: 0. 8980/20, 000' PI at R CERTIFICATE OF SURVEYING ACCURACY 1, JOE D 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 REGULA IONS HAVE BEEN COMPLIED WITH. 2 3 DATE OF EXECUTION 4 -JOE. WHITE REGISTERED LAND SURVEYOR NO. 534, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY 1, 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. i DATE OF EXECUTION TIMOTHY E. DATERS 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 SUBD IrV I DE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. DATE OF EXECUTION D. R. PAGE INSTRUMENT NO. - ADDRESS 1 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 RECOROIwr, THIS DOCUMENT, NUMBER FILED FOR RECORD , 19 1N PLAT BOOK— PA GE OOKPAGE . Legal Description A tract of land located in the NE 1/4, NE 1/4, Section 32 and In the NW 1/4, NW 1/4 Section 33, T -2-N, R -12-W, Pulaski County, Arkansas, more particularly described as: Starting at the northwest corner of Tract 'D -2A' Riverdale Addition to the City of Little Rock, Arkansas; thence N16036'25"W along the centerline of a 50 ft. wide sanitary sewer easement, 25.04 ft. to a point on the centerline of an access, utility and drainage easement; thence S10014'00"W along centerline of said access, utility and drainage easement, 25.04 ft, to the paint of beginning; thence S70.14'W and _continuing along said centerline, 326.02 ft. to a point on the easterly right-of-way line of Riverfront Drive; thence N19046'00"W along said easterly right-of-way line, 401.14 ft.; thence N70014'00"E along a line 4.0 ft. south of and parallel with an existing curb line, 152.5 ft.; thence N21014'52"E, 80.0 ft.; thence N540 01' 00"E, 126. 66 FT.: thence S480 37' 45" E 50.82 f t. ; thence S16035'45"E, 453.07 ft, to the point of beginning, containing 148, 072. 36 sq ft. or 3. 3993 acres more or less. of Lots 1- 5 and Trac t' A' 1 ICER HEIGHTS An Addition to the City of Little Rock, Arkansas A Tract of land located In the NE 1/4, NE 1/4, Sec. 32 and in the NW 1/4, NW 1/4 Sec. 33, T -2-N, R -12-W © WHITE - DATERS & ASSOCIATES, INC. Q CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING D 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201