Loading...
HomeMy WebLinkAboutS-0021-D Map 4S 84 04528" E 189821 — 139 24_ —0 1 -� EASEMENTG a-o SOO °3243 "W 43.32' 0 h 58796• R . 3 —0 S86°52 28 0 o U Q 41 0 CM 1 3�— 25'81L c :ti 9 LINE 0 °\ 4) EASEMENT 43-22 0 89 63 ` _ 2 IA fo 1ORA; CID5 42.52' uE 180.001 30' _ , 141' m \ rn 41.81 73 20' � �o S01048'6.28 "E 235' ` J V �\ o B L 0) K ° h� a 33 24 `°� S570/6'24'E 53. !4' v . 41 / 0 Q 5 0 sy01/ \ 0 \ L4— a ��\�L `50 a Dp \ S52 009 28'E 105.97 0 EASEMENT C O \��. � \ � N p THIS PROJ VICINITY MAP `8q Cs', „e '&, s rlh d S85°00' /� 0 �, T9°2B' 940 �, 105.25' 267. /5 / 5 O \ --- a2 D r 57,` 93 2��$O`er !a0 g4' s. e0o ,t, 161 90' h o _. \ �6 \ \ EASEMENT 55, 01z o — 7� tK S � ro 0 at `/OV (, \ 1 i \ �6,L0A4��9 32p01 \I6o`��LSeLpLINE 0 9 G� ��= O e�° 107�2 — $ 90 `�` ° \ ,3 _7 �- �� p 6°0� OR/ �c- ° goo' 0 0� 138.05 V 0/'CIDp5°`'S 9 so \ V '0, �01° I (� O I �A y \ O '2S ° �- Tao'-V 0 0 ) Q 2 — o Q11 ti/71 °52' 5003 S5b9jJ 40"t 29:�859.2., `Ao�1 O„ / if i0 \ 54°00/0 /3.67' EASEMENT \69o936)'EASEMENT 127.00' °d o17, iz I = O >1 0 ho � / /� / gO� /O" a i t. / o /000 0 OD' Z rog _ i .gyp �� 3 - y� O @j ��• / 'O N/ W 0 ,1 ,'20 s' °"80 N I a I� cJ 130.00 00`0' o3?Sa 9 \ `�� �.'o06_ // \"EasEMENT �r CENTERLINE CURVE DATA 1 0 ` WIN 3� 10 N, S \ 5 N / ' tS3opO 1�\ L e °`A /� p u T 6g4°`'h o �/ Q� 1Q 40°56'06" 16000' 133.66 255.84 0 4 0 3 \ /o Q sgo 33°38'46" 20000' 86.62 168.23 47 0 O3 2b038'44" 20000' 65.21 128.23 ��E4SEMEt� \' gas-3T '�� 25'9Loc LINE Q� ��j /� ® 30056'45" 20°00' 79.30 154.72 p?2.g7+ °1ti 1,1 y° s°s�, 40 i °ao' 0 27°00' 12000' 114.63 225.00 low 573 , - 43.00' S6J6 25.84 C © 19 32 12 00' 82.19 162.78 S' �g e`� �3 \0 / 114043 / o o _ / `0 — 0 �7 74000' 38°00' 113.58 194.74 EASEMENT °j n' _ - _ D 56.1` TO ' —p V` 1`25 a ® 37030' 38°00' 51.17 98.68 7 7.5 �om 24°30' 38°00' .39.68 77.63a / 7.5d o ° 4� 0 _D °ry ° m�' 0� C)�/ �0 14°57'10" 10000' 75.19 149.53 r+i m p, 0 5 5 1 � EASEMENT TO /2 N_ i BLOCK 12 5 5 N Iry v v l2i oze, ,.,n ° 4090 O � - -- — — — — — /9 -'0 . r'r. � ' 42.29' �\ 98.80' � 111 83104 3� °j25' 112.91 - 152.25' h N89 056'40 "W 622- 40' S.W. CORNER SW 1/4, NE 1/4, SECTION 3C` T 2-N , R-13-W GENERAL NOTES I. ALL EASEMENTS SHOWN::--:. --ARE TO BE USED FOR UTILITIES AND/OR DRAINAGE 2ARON PINS ARE SET AT ALL LOT CORNERS 3.LOTS WITH ROUNDED CORNERS ARE MEASURED TO POINT OF INTERSECTION OF LOT LINES. 4.ALL DISTANCES SHOWN ALONG CURVES ARE CHORDS. 5. ERROR OF CLOSURE 085/5000 50 0 5C 100 150 200 -�7i--- GRAPHIC SCALE IN FEET CERTIFICATE OF SURVEYING ACCURACY I, Edward G. Smith, hereby certify that this plat correctly represents a boundary survey made by me and boundary markers shown hereon actually exist and their location, type and material are correctly shown. Date o xec'utT-on war , mith Registered Land Surveyor No. 9, Arkansas CERTIFICATE OF ENGINEERING ACCURACY I, Edward G. Smith, 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 Edward G. Smith Registered Professional Engineer No. 485, Arkansas CERTIFICATE OF OWNER We, the undersigned, owners of the real es- tate 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. ate o`Execution o Q D.R.�Page Address — Instrument No. 79-06716 CERTIFICATE OF FINAL APPROVAL Pursuant to the Little Rock Subdivision Rules and Regulations, and all of the conditions of approval having been completed, this docu- ment is hereby accepted. This certificate is hereby executed under the authority of said Rules and Regulations. Date o Execution Lttt e Rock Planning Commission CERTIFICATE OF RECORDING This document, number , filed for record 19_, to at Book , Page DWARD GERALD SMITH wi GiSTERED LAND SURVEYOR srATS J� ARKANSA3 NO. 9 .ro. M" LEGAL DESCRIPTION TrS�pTE pF> 1/'ARKANSAS `i 1_f REGISTERED PROFESSIONAL ENGINEER 485 \��I 4R� GERAIO�v A tract of land located in the SW 114, NE 1/4, Section 30, T-2-N, R-13-W, Pulaski County, Arkansas, more particularly described as: Beginning at the Southwest corner of the SW 1/4, NE 1/4, said Section 30; thence N0016'28"W, along the West line of said SW 1/4, NEI/4, 891.41 ft. to a point; thence S84045'28"E, l89-82 ft. to a point; thence Southerly along the arc of a 597.96 ft. radius curve to the right, having a chord bearing and distance of SO°32'43"W, 43.32 ft. to a point; thence S86°52'28"E, 180.0 ft. to a point; thence Sl°48'28"E, 26.35 ft. to a point; thence S36°29'28"E, 149.91 ft. to a point; thence S57°16'24"E, 53.14 ft. to a point, thence S52009'28"E, 105.97 ft. to a point; thence S85°00'E, 267.15 ft. to the Northwest corner of Lot 5, Block 5, Hickory Ridge, an addition to the City of Little Rock, Arkansas; thence S29°12'20"W, along the West line of said Lot 5, Block 5 and said West line extended Southerly, 200.54 ft. to a point on the South right-of-way line of Pebble Beach Drive; thence South- easterly along said South right-of-way line, being the arc of a 256.45 ft. radius curve to the right, having a chord bearing and distance of S59°19'40"E, 29.98 ft. to a point; thence S54°00'10"E and continuing along said South right-of-way line, 13.67 ft. to the Northwest corner of Lot 6, Block 2, said Hickory Ridge Addition; thence S24°44'20"W along the West line of said Lot 6 and along the West line of Lot 5, said Block 2, 395.0 ft. to the Southwest corner of said Lot 5, said corner lying on the South line of said SW 1/4, NE 1/4; thence N89°56'40"W along said South line, 622.40 ft. to the point of beginning, containing 12.6092 Acres more or less. V' FINAL PLAT I v LOTS 7.14 BLOCK -2, LOTS 1- 5 BLOCK 3 , LOTS 1-9 BLOCK 4, LOTS 6-8 BLOCK 5. AND LOT I BLOCK 7 HICKORY RIDGE PHASE AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS ALL LOCATED IN THE SW 1/4, NE 1/4, SECTION 30 T•2-N , R- 13• W, PULASKI COUNTY, ARKANSAS EDWARD G. SMITH & ASSOCIATES CONSULTING ENGINEER 401 VICTORY LITTLE ROCK, ARKANSAS 72201 OCT. 1, 1984