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HomeMy WebLinkAboutS-0065-OO Map 4ail ST. CHARLES XI STATE PLANE COORDINATES POINT NO. NORTH EAST 50 e 1 156, 881, 24 1, 181. 691. 95 166° 26 2 157, 174. 54 1, 181, 637. 68 3 157, 208. 31 1, 181, 774. 12 m 4 157. 250. 22 1, 181, 844. 92 a 5 157, 317. 83 1, 181, 911. 67 m 6 157, 455. 97 1, 182, 066. 64 7 157, 516. 89 1, 182, 145. 40 8 157, 557. B8 1, 182, 189. 27 30' 9 157, 480. 78 1, 182, 186. 32 Z11° 13' 10 157, 478. 72 1, 182. 252. 06 11 157, 392. 06 1, 182, 307. 42 12 157, 282. 54 1, 182, 369. 48 13 157, 252. 96 1, 182, 317. 28 a6 14 157, 266. 25 1, 182, 309. 75 9 15 157, 197. 90 1, 182, 200. 95 fl 16 156. 972. 15 1, 181, 978. 03 17 156. 901. 02 1, 181, 856. 58 STATE PLANE BEARING -- 1 00'36'14' PLAT BEARING PAGIS 2054-0014 O o° AO og � i . A6 �50 02' o�ii' s S 40 56r N750 29' 36+�Ao 56, 1 1 1JM. \J ° ,v; 06 WW ! 65. 85' i P. 0. B. / S82 I I I r� I I 341C I Curve o Radius Delta Length Tangent Chord/Brg C1 954.93' 11'52'57' 198.04' 99.38' 197.68' N36-49-04.9W C2 716.20' 13'13'00' 165.21' 82.97' 164.84' N50-38-55.OE C3 358.10' 15053'52' 99.36' 50.00' 99.04' N51-59-21.2E ' Sr 1 2, 3 0 50 0 100 GRAPHIC SCALE IN FEET Z d Nt vO CE O m Q W W 2 4 02 p°0 ?38 Cp Z O 3 I � � I � I O Q LL Q I Y O LIJ O I � R I m > I � I Z I NE Cor. Black 12 NE/MEYER GROVE ADDITION — — — — — — — — — — — — - � Q9 10 S88048' 35" E 65. 77' 40 FT. R/W r r NEIMEYER GROVE ADDITION \ o- BLOCK 1.3 � 11 \ O N � 61 ?0 a 335 12 � 00 60' 92' 35' 20' C 5, 0 j�� ,20. 140,E 13 0 �51 336 v to- HINSON RD. 31 32 THIS PROJECT — RIDGEHAVEN RD I STICHARLES ADD. 6 ; 5 33 MARA L YNN RD ,��j CERTIFICATE OF SURVEYING ACCURACY �"It' ''� '• L I, JOE D WHITE, HEREBY CERTIFY THAT THIS NO,53y PLAT CORRECTLY REPRESENTS A BOUNDARY G1 :� SURVEY MADE OR VERIFIED BY ME, ALL Q MONUMENTS REQUIRED ACTUALLY EXIST AND ji'•�7� �G,� ARE CORRECTLY SHOWN HEREON AND THAT ALL ;�?�•.!�•�'t;,.•'���:� SURVEYING REQUIREMENTS OF THE LITTLE 'r, �� L��(}`•`�ti+� ROCK SUBDIVISION RULES AND REGULATIONS ''•r,, �� ,sr HAVE BEEN COMPLIED W I TH. NOATE OF EXECUTION JOE D. WHITE �J REGISTERED LAND SURVEYOR N NO. 534, 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. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO, 5033, ARKANSAS GENERAL NOTES: 1. IRON PINS WERE SET AT ALL LOT CORNERS 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 CHORDS. 5. RADII AT INTERSECTIONS OF STREET RIGHTS OF WAY ARE 25' 6. ERROR OF CLOSURE: 0. 5498' /10, 000 7. PAGIS MARKERS WERE SET AS SHOWN. 41 8 EV Z W. MARKHAM ST. U C (I1 T Y N A P 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 D. R. PAGE ADDRESS INSTRUMENT NO. 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 FILED FOR RECORD , 19 IN PLAT BOOK PAGE . Legal Description Lots 322-335, St. Charles Addition Part of Blocks 5, 11, 12, 13, 21 & 22, Neimeyer Grove Addition and a portion of adjacent streets and alleys, Little Rock, Arkansas, all more particularly described as: Beginning at the Northwest corner of lot 3419, St. Charles, an Add'+i., to the City of Little Rock, Arkansas; thence N11'05'14'W, 296.27ft.; thence N75'29'36'E. 140. 56ft. ; thence N58' 46' 10' E, 82, 28ft. ; thence N44' 01' 40' E, 95. Oft. ; thence N47° 41' DO' E, 207. 61ft. ; thence N51' 40' 30' E, 99. 56ft. thence N46'20'24'E, 60.04ft. to a point on the East line of Block 5, said Neimeyer Grove Addition; thence S1135'101W along said East line and said East line extended Southerly, 77.15ft. to the Northeast corner of Block 12, said Neimeyer Grove Addition; thence S88'48'35'E along the North line of Block 13, said Neimeyer Grove Addition and said North line extended Westerly, 65.77ft.; thence Southeasterly along the arc of 984,93ft. radius curve to the right, having a chord bearing and distance of S33'l0'35'E. 102.84ft.; thence S30' 08' 35' E, 125. 88ft. ; thence S59' 51' 25' W, 60. Oft. to a point on the Northeasterly line of Lot 336, said St. Charles Addition; thence N30'08'35'W along said Northeasterly line, 15.28ft. to the Northernmost corner of said Lot 336; thence S57'15'25'W along the Northwesterly line of said Lot 336, 12B.49ft. to the Northernmost corner of Lot 337, said St. Charles Addition; thence S44'02'02'W along the Northwesterly line of said Lot 337 and along the Northwesterly lines of Lots 338 & 339 of said St. Charles Addition, 317.21 to the Northeast corner of Lot 341A, said St. Charles Addition; thence S59'02'31'W along the Northerly line of said Lot 341A, 14O.75ft. to the Northeast corner of lot 3418, said St. Charles Addition; thence S82'35'O6'W along the Northerly line of said Lot 341B, 165.85ft. to the point of beginning, containing 5.1023 Acres, more or less. Plat of Lots 322 - 335 S T CHARLES An Addition to the City of 99ti L i tt 1 e Rock, Arkansas /°M, 9� Being a repl ct of "-O ADDITIONAL EASEMENTS REQUIRED Par t or B I O c k S 5, 11, 12, 13, 21 & 22 •0 ADDITIONAL izASEMENTS ARE REQUIRED 9� Neimeyer Grove Addition to the city of Little Rock, Arkansas sY ASS NN a SAT€.:.:> © WHITE - DATERS ASSOCIATES, INC. ❑ CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201