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HomeMy WebLinkAboutS-0285-L(5) MapPROPERTY DESCRIPTION O. LEGEND (EXISTING SYMBOLS) N:173957.11 TRACT H (UNRECORDED) THE RANCH: SYMBOLS LINEWORK E:1173049.24 PART OF THE E1/2 OF SECTION 14, TOWNSHIP 2 NORTH, RANGE 14 WEST, LITTLE ROCK, PULASKI COUNTY, / ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: o FOUND IRON PIN EASEMENT �T -------------------- - - - - - - - - - - - BEGINNING AT THE SW CORNER OF TRACT 1, THE RANCH, AN ADDITION TO THE CITY OF LITTLE ROCK; THENCE LIGHT POLE � POWER POLE CURB �� % S 57016'10" E A DISTANCE OF 386.78 FEET; THENCE S 52015'5e W A DISTANCE OF 127.05 FEET; THENCE S NAIL THENCE \sue 38044'39" W A DISTANCE OF 273.53 FEET TO A POINT ON THE NORTH RIGHT OF WAY LINE OF RANCH DRIVE; IM TELEPHONE PEDESTAL -- - - - - 1206 - - \cb. THENCE ALONG SAID RIGHT OF WAY, N 42020'13" W A DISTANCE OF 6.87 FEET; THENCE ALONG A CURVE TO IS TV PEDESTAL INTERMEDIATE CONTOUR /y 7 \ THE LEFT, HAVING A RADIUS OF 602.96 FEET AND A CHORD BEARING AND DISTANCE OF N 53026'53" W, 232.69 O MANHOLE INDEX CONTOUR 205 �� \ FEET; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 25.00 FEET AND A CHORD BEARING AND o SANITARY SEWER CLEANOUT - SS SS DISTANCE OF N 23012'18" W, 33.04 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF RANCH GAS METER SANITARY SEWER LINE BLVD•THENCE ALONG SAID RIGHT OF WAY N 18°08'57" E A DISTANCE OF 50.71 FEET; THENCE ALONG A CURVE G G / COMMON ACCESS AND UTILITY EASMENT D4 GAS VALVE GAS LINE TO THE RIGHT, HAVING A RADIUS OF 522.96 FEET AND A CHORD BEARING AND DISTANCE OF N 25°24'11" E, ° " "-_-----� STORM SEWER PIPE 133.25 FEET; THENCE N 57 16 30 W A DISTANCE OF 20.00 FEET; THENCE N 32 43'52 E A DISTANCE OF W W JP �� 174.76 FEET TO THE POINT OF BEGINNING, CONTAINING 2.793 ACRES MORE OR LESS. DOWN GUY WATER LINE (SPECIFY SIZE k TYPE) �p � ,� j \ C>4 WATER VALVE UGT I TRACT 1 UNDERGROUND TELEPHONE AVENIR MEMORY CARE FIRE HYDRANT ASSEMBLY - UGE O �p q, V� ` l/ CBI AIR RELEASE VALVE UNDERGROUND ELECTRIC 1� < ti LITTLE ROCK, LP .6,. FIRE DEPARTMENT CONNECTION 0HE �y 0 WATER METER OVERHEAD ELECTRIC SPRINKLER HEAD UGTV UGTV 0 0 \S S�a m ELECTRIC PEDESTAL UNDERGROUND TELEVISION j OHTV OH TV 6 j0 - GRATED INLET OVERHEAD TELEVISION „- .. - ....� - ,.... - � I I CHAIN LINK FENCE DROP INLET WOO X X 15' SANITARY SEWER EASEMENT \ BARBED WIRE FENCE INST. 2014012050 \ TREE N:173810.10 / # � FO E:1172954.74 �/� SET 1/2" FIBER OPTIC AR RIGHT OF WAY TREE TO BE REMOVED - // N 570 16' 30" W 20.00' ROAD CENTERLINE N:173678.92 E:1172914.41 N 180 08' 57" E 50.71` N:173630.73 E:1172898.61 N:173600,37 E:1172911.63 /r N:173799.29 E:1172971.57 q n rr rr rr rr rr ll 111 / II / ll II J/ VICINTY MAP: N.T.S. LINE EASEMENT # 91-38897 SET 1/2" REBAR 20'X20' E ENT INST. # 20140 19 0 0 S c N 420 20' 13" W 6.87' TRACT H (UNRECORDED) THE RANCH 2.793 ACRES± ZONED C-2 RANCH PROPERTIES, INC. N \ Q 1734-61.97 1173098.31 N:173456.89 E:1173102.94 .A3 N:173670.2 E:1173274.1 TRACT L1-R LITTLE ROCK SCHOOL DISTRICT SET 1/2- REBAR 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. jAniLli I;zO(�eRC1�5J.t+c 3 1 5 Z Date of Execution Name i.',0 K W1l`1,t$, At) Zr•TRRWcH LlRu/e-f_'-�F Address L-i TIL 12nCr lagi 15A5 Source of Title Book 1994 Page 51643 CERTIFICATE OF RECORDING II I I III II IIII II I II IIII II I 1111111111 2022020757 'RESENTED 0a25-2a,22105/-16e RECORDED 03-25-202211:17:20 AM In Official Records of Terri Hollingsworth CircuitlCounty Clerk PULASKI CO. AR FEE S15.00 031�5•ada?o2AoiSi° CURVE TABLE CURVE # LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH C1 233.85' 602.96' 22013'18" N530 26' 53"W 232.39' C2 36.09' 25.00' 82043'19" N230 12' 18"W 33.04' C3 133.61' 522.96' 14°38'20" 1 N25° 24' 11"E 133.25' FLOOD PLAIN STATEMENT NO PORTION OF THE PROPERTY SHOWN HEREON IS LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE RATE MAP, PANEL NO. 05119CO312G, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED JULY 6, 2015. CERTIFICATE OF SURVEYING ACCURACY I JASON H. GRAYHAM , 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 wifkY 2 Dat of I Execution Jos H. am 0, fessi al Land Surveyor o. 16 isTE�d • STATB O.F'•. `O•s• ANO. 1667B •'•O,,y,, GILN •,�F1 L 1 rIIILA`S ,r'g'VNIE oF1 ARKA SAS REGISTERED �1v vLly nL:,t No.13217 A. PE�� CERTIFICATE OF ENGINEERING ACCURACY l BRADLEY A. PETERSON , 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 Bradley A. Peterson Registered Professional Engineer No. 13217 Arkansas 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. Da a of'Execution L.R. Pionnini Commission GENERAL NOTES: 1.1/2 REBAR SET AT ALL CORNERS UNLESS OTHERWISE NOTED. 2. THERE ARE NO KNOWN PROPOSED CHANGES IN STREET RIGHTS -OF -WAY. 3. NO EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION WAS OBSERVED. 4. AT THE TIME OF THE SURVEY, ACCORDING TO THE NATIONAL WETLANDS INVENTORY, THERE ARE NO DELINEATED WETLANDS LOCATED ON THIS SITE. 5. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE. 6. THERE WAS NO OBSERVED EVIDENCE OF CEMETERIES ON THE SUBJECT PROPERTY. 7. SUBJECT PROPERTY HAS ACCESS TO RANCH BOULEVARD AND RANCH DRIVE. 8. ERROR OF CLOSURE EXCEEDS 1:30,000. GRAPHIC SCALE IN FEET 30' 0 30' BASIS OF BEARING: GRID NORTH, ARKANSAS STATE PLANE COORDINATE SYSTEM, NORTH ZONE (0301I, DETERMINED BY GPS OBSERVATIONS. APPROXIMATE CONVERGENCE ANGLE IS, -00 16' 11.71335". DISTANCES ARE STATE PLANE GRID DISTANCES. COMBINED ADJUSTMENT FACTOR = 1.000026607. 500-02N-14W-0-14-200-60-1667 10825 Financial Centre Parkway, Suite 300 Little Rock, Arkansas 72211 Crafton Tull ® engineering surveying 501.664.3245 1 501.664.6704 If www.craftontull.com CERTIFICATE OF AUTHORIZATION'. ..n� """""" OF AUn, CRAFTON, TULL & ASSOCIATES, INC. No. 109 - gHrANSA3 ENr,1���A s - z�s- L Cs� FINAL PLAT OF TRACT H THE RANCH SUBDIVISION TO THE CITY OF LITTLE ROCK RANCH BLVD RD LITTLE ROCK, ARKANSAS Key Plan No. Descniction Date This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Crofton, Tull & Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written authorization of Crofton, Tull & Associates, Inc. PROJECT No:21802600 ISSUE DATE: 03/15/22 CONTACT: J GRAYHAM CHECKED BY. © 2022 Cratton, Tull & Associates, Inc.