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Home My WebLink AboutS-1911 MapSECKT M E LTD CO COMMUNITY LFVING INC. <o / / / END 1/2" RE p 49° 24' 1 17.74 / / r / � / L20 i ` 1 1 FND 1/2"----------------- C1 EpSEMENj� / / /� i S 740 37' 47" E 31.53 �/ / vle ti I 10' UGE EASEMENT C' / DEDICATED THIS PLAT t7 LEGEND (EXISTING SYMBOLS) SYMBOLS LINEWORK o FOUND IRON PIN E LIGHT POLE POWER POLE G h m TELEPHONE PEDESTAL 11 TV PEDESTAL 20' RADIAL R/W O MANHOLE DEDICATED THIS PLAT 0 SANITARY SEWER CLEANCUT \YY 0 GAS METER Da GAS VALVE STORM SEWER PIPE C DOWN GUY I>< WATER VALVE FIRE HYDRANT ASSEMBLY C8� AIR RELEASE VALVE FIRE DEPARTMENT CONNECTION O WATER METER ® SPRINKLER HEAD m ELECTRIC PEDESTAL I I I GRATED INLET 11 I II DROP INLET II COTTAGES OF LITLE ROCK / 1 UTILITY EASEMENT 4.056 ACRESt�-L6 / I--i/ DILATED THIS PLAT L16 Ls QO L13END REBAR 2" "E 187.2fi' - - ✓ / / //j/ 10' SANITARY SEWED EASEMENT ' DEDICATED THIS PL,,T i �' C3 i OR �JPGN �Vh 00 LLJI G 41 / w ' / /. FIND 1/2" C �/ 0 OB �� REBAR � o' °5 SET 2" REBAR z ' / /O0 / 10' UTILITY EASEMENT DEDICATED THIS PLAT N6r .✓ e FND 1/2" REBAR, P.O.B. SW COR, NW1/4, NE11/4, SEC. 11, T-1-N, R-13-W N 88° 46" W tE SAS f# �0210S-qq me q2'c12-1 ALC ESTATE LLC "iII CIRC`"" �4sf(i(s 0 �''�� aUNTY, PQ`�Q``��• rrrTnl pluPT�" END 1/2" REBAR 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 w' Date of Execution Ja on Groyham P ofessional Land Surveyor a. 1667 Arkansas EASEMENT LINE TABLE LINE # LENGTH DIRECTION L1 31.58' N700 23' 02"E L2 67.18' S170 22' 27"E L3 51.18' S280 09' 34"W L4 90.96' S680 30' 13"W L5 103.63' S650 34' 50"W L6 16.85' S820 02' 59"W L7 13.31' S560 01' 47"W L8 81.17' S760 28' 35"W L9 102.60' S840 59' 09"W L10 71.70' S610 14' 29"W EASEMENT LINE TABLE LINE # LENGTH DIRECTION L11 10.00' S280 45' 31"E L12 69.60' N610 14' 29"E L13 101.24' N840 59' 09"E L14 83.72' N 760 28' 35"E L15 12.81' N560 01' 47"E L16 15.99' N820 02' 59"E L17 104.83' N650 34' 50"E L18 94.37' N680 30 13"E 1-19 43.18' N280 09' 34"E L20 15.55' S490 24' 16"W CURVE TABLE CURVE # LENGTH RADIUS DELTA CHORD DIRECTION CHORD LENGTH C1 529.13' 550.00' 55007" 7" N760 57' 02"E 508.96' C2 375.69' 245.00' 87051'34" S140 28' 22"W 339.95' C3 33.40' 38.00' 50021'45" S830 32' 57"W 32.34' C4 101.60' 62.00' 93053'24" S610 36' 43"W 90.61' C5 31.35' 38.00' 47015'50" S380 47' 36"W 30.47' C6 151.50' 305.00' 28027'34" S470 41' 59"W 149.94' C7 31.93' 560.00' 3016'01" N510 01' 24"E 31.93' CERTIFICATE OF ENGINEERING ACCURACY I, TRAVIS A. TOLLEY , hereby certify that this plat correctly represents a plan made by me, and that the engineering requirements of the Little Rock Subdivision Runes and Regulations have been complied with. U GC ,�%/7✓YJ A TolDate of Execution ravis A. ley Registered Professions Engineer No. 14054 Arkansas III III II�IIIIIIII IIIIIIIIIII 2021059990 ��,a`GISTs °� STnrE ox AM p•�' �, 'ti •O ARK NA SAS CERTIFICATE OF FINAL APPROVAL PRESENTED. OB-z520111134:40 AM RECORDED'. 08-25-202111:A2,06 ` •. STA ,•' In official Records of rerri Hollingsworth. Circuit/Countyclerx AR ��% ,/ * * * Pursuant to the Little Rock Subdivision Regulations, the Rules and having b ', REGIST and all of conditions of approval PUL.ASL<I co. AR Frze $15.00 _ x ' O = ✓✓ been completed, this document is hereby This certificate is hereby executed under accepted. the authority siI ENGINEER of said rules and regulations. %, ✓� X GRA oj� No. 14054 �73 t 0� IT°,,Hill ��`` A Date of Execution L. Planning 015'71'21 Commission 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 A cordance with this plat. Date of Execution Name Cottages t Little Rock, LLC. Address 9808 Maumelle Blvd. North Little Rock, AR 72113 Source of Title: Instrument No. 2020050237 CERTIFICATE OF RECORDING TREE EASEMENT ------------------ ---------------------- CURB INTERMEDIATE CONTOUR INDEX CONTOUR SS - SANITARY SEWER LINE G - G GAS LINE - W WATER LINE (SPECIFY SIZE & TYPE) UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC OVERHEAD ELECTRIC UGTV UNDERGROUND TELEVISION OHTV OVERHEAD TELEVISION CHAIN LINK FENCE WOOD FENCE BARBED WIRE FENCE FIBER OPTIC UGE OHE -12C5-- RIGHT OF WAY TREE TO BE REMOVED - - ROAD CENTERLINE PROPERTY DESCRIPTION UGTV OHTV x FO GENERAL NOTES: 1. VERTICAL DATUM: NAVD 88, AS DETERMINED BY GPS OBSERVATION. 2. 1/2" REBAR W/CAP SET AT ALL CORNERS UNLESS NOTED OTHERWISE. 3. ERROR OF CLOSURE EXCEEDS 1:30,000. 4. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE. 5. PROPERTY SUBJECT TO ALL EASEMENTS, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS, AND PLANNING AND ZONING REGULATIONS OR RECORD, IF ANY, AND SUBJECT TO SUCH FACTS AS AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. PART OF THE NW1/4, OF THE NE1/4, SECTION 11, TOWNSHIP 1 NORTH, RANGE 13 WEST, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SW CORNER OF NW1/4, OF THE NE1/4, OF SAID SECTION 11; THENCE N 01'39'59" E A DISTANCE OF 408.81 FEET TO A POINT ON THE SOUTH RIGHT OF WAY OF KANIS ROAD; THENCE ALONG SAID RIGHT OF WAY S 74'37'47" E A DISTANCE OF 31.53 FEET; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 550.00 FEET, AND A CHORD BEARING AND DISTANCE OF N 76'57'02" E, 508.96 FEET; THENCE N 49'24'16" E A DISTANCE OF 17.74 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF LABELLE DRIVE; THENCE ALONG SAID RIGHT OF WAY ON A CURVE TO THE RIGHT, HAVING A RADIUS OF 245.00 FEET, AND A CHORD BEARING AND DISTANCE OF S 14'28'22" W, 339.95 FEET; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 38.00 FEET AND A CHORD BEARING AND DISTANCE OF S 83'32'57" W, 32.34 FEET; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 62.00 FEET AND A CHORD BEARING AND DISTANCE OF S 61'36'43" W, 90.61 FEET; THENCE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 38.00 FEET AND A CHORD BEARING AND DISTANCE OF S 38'47'36" W, 30.47 FEET; THENCE S 61,50,08" W A DISTANCE OF 67.39 FEET; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 305.00 FEET AND A CHORD BEARING AND DISTANCE OF S 47'41'59" W, 149.94 FEET; THENCE LEAVING SAID RIGHT OF WAY N 88'03'46" W A DISTANCE OF 165.46 FEET TO THE POINT OF BEGINNING, CONTAINING 4.056 ACRES MORE OR LESS. FLOOD PLAIN STATEMENT NO PORTION OF THE PROPERT'° SHOWN HEREON IS LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE RATE MAP, MAP NUMBER 05119CO451H, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, DATED JUNE 7, 2019. r-f � 1 'f GRAPHIC SCALE IN FEET 40' 0 40' BASIS OF BEARING: GRID NORTH, ARKANSAS STATE PLANE COORDINATE SYSTEM, NORTH ZONE (0301), DETERMINED BY GPS OBSERVATIONS. APPROXIMATE CONVERGENCE ANGLE IS , - 000 12'47.82754". DISTANCES ARE STATE PLANE GRID DISTANCES. COMBINED ADJUSTMENT FACTOR = 1.000043715. 500-01N-13W-0-11-140-60-1667 10825 Financial Centre Parkway, Suite 300 Little Rock, Arkansas 12211 Crafton Tull 0 engineering I surveying 501 .664.3245 t 501.664.6704 f www.craftontull.com CERTIFICATE OF AUTHORIZATION'. ........ ``\GP �,,,O,F �� ryJ� CRAFTON, TULL& ASSOCIATES, INC. >= a� No. 109 '•��4gNSA5 ENGA0E�'� •�• FINAL PLAT COTTAGES AT LITTLE ROCK _ _ 1 „E 'THIS SITE; E. No Descnplion 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: 20800500 ISSUE DATE: 08/23/2021 CONTACT J. GRAYHAM CHECKED BY: r� 2021 Crofton, Tull & Associates, Inc.