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HomeMy WebLinkAboutS-0647-C Map 1C IS FND IRON PIN NW CORNER S1/2 NW1/4 SW1/4 NE1/4 -- Sec.11, TWIDAS, Rng.13W. M b 0 0 no N w INTFRInR I nT r`I IR\IP nATA i S88'52'08"E 427.98' 3 A _ ____ - Q FND IRO PIN -- -. SHENANDO H WBDIVISIG I PHASE 1 4R LOTS 4&5 REPLATTED AS LOTS 4R&5R DOC: 2000034445 RnnK F-'PAr-F7 7Rn _ �N RN ANT7n AT4 STTRT)TVTSTnN I q NO2'39'04"E S88-52'08'E 184.30' N 115381156 A 16.24 A A p vµw E 1200488.79 A S88'52'08"E 104.39' N 20 8" S88'52'08"E 99.59' , E 120( EL 30: 0.16ac. 12 6968.37sq. ft 0.16oc. 6968 33sq. ft. 0.16ac. 14 6969. 4sq. ft. 0.16ac. 15 6969. 5sq. ft. N88'52'08"W 99.61' 10"PVC RADIUS LENGTH CHORD 25.00' 39.27' S44'41'17"E 35.36' 50.00' 77.01' S42'36'28"E 69.62' 50.00' 76.62' S45'25'07"W 69.34 50.00' 35.66' N70'14'49"W 34.91' 50.00' 30.24' N32'29'10"W 29.79' 25.00' 32.52' N52'25'11"W 30.27' 25.00' 39.27' S45-18'43"W 35.36' ®25ft BLDG. SETBACK ®10ft UTILITY EASEMENT ©20ft UTILITY EASEMENT 015ft SEWER EASEMENT rB 3 Ik O 9 cc 1 M a D N E A 11 1 I till 1 1 0 II \ i = A O 1 0 1 Q 4 . L0 1 Z Q 11 1 z 1 LLJ 1 A 1 1 A 1 0p J1 d�1 1 PAGIS 2044-0287� N 115073.979 opl E 1200485.267 EL 306.719 t lifi�uo�4.�5 ml v - 0.22ac. 35 9401.35sq. ft. NDOA 5ft R. W m n M N m 3 WATER LINE b o PER DOCUMENVO rn #85-51272 N n / 16073,06sq, ft. B - v 0.22ac.4 30 9514.46sq. ft. 0.20ac. 29 85 8..29sq. ft. NF8'52 08 W 104.41 12'6"w CONCRETE i 0.40ac. 34R 174PI.34sq. ft. S 89'54'03" E 0.20ac. 33R 8847.04sq. ft. N I 1 A 0.21ac. 32R 8965.24sq. ft. 38'35' 45" 82.17 FT l' t 1 1 A 1 1 1 1 1 A 1 1 1 1 MUSLEM K. MUSTAFA 1 DOC#96-85267 1 1 15403.15 E 12001 73 A j--10ft SEWER EASEMENT ai I n DONNA WILLIAMS DOC#89-61967 bI 0 00 m n N M 3 is in ;n 0 rn 0 0 Go L.R.C. BUILDERS OF LITTLE ROCK DOC#2004-07582 0.54ac. I 31R b 23377.42sq. ft. o 0 N 115073.69 -- EE 1200624.05 16"pVC - 1 - - - 10 PVC _ 1 A LINED DITCH 6"PVCI N88-35'45"W 188.77 ROCKY G. BRAZIL DOC#99-37907 SHENANDOAH SUBDIVISION UNDEVELOPED 0 " Vuw F9�i*:aX &1X,T Mdlli Q SURVEY CONTROL MONUMENT (TYPE AS NOTED) PAGIS BENCHMARK FOUND SURVEY BOUNDARY MARKER (TYPE AS NOTED) O SET 1/2- x 24- REBAR (UNLESS OTHERWISE NOTED) ❑ STORM DRAIN GRATE ® STORM WATER MANHOLE 0 SANITARY SEWER MANHOLE co LEGEND CURB LINE 6'CSC - 6' CONC STEP CURB _._-W---------W----- WATER LINE # # FENCE - _ _ _ _ _ _ _ _ _ - STORM WATER LINE SANITARY SEWER LINE PROPERTY LINE RIGHT OF WAY LINE BUILDING SETBACK LINE EASEMENT LINE GRAPHIC SCALE 40 a 20 ( IN FEET ) 1 inch = 40 ft. A tract of land being a part of the SW1/4 of the SW1/4 of the NE1/4 of Section 11, Twp.1 South, Rng.13 West,Pulaski County, Arkansas more particularly described as follows: Commencing at the NW Corner of the S1/2 of the NW1/4 of the SW1/4 of the NE1/4 of said section 11 (Said point being the NW Corner of SHENANDOAH SUBDIVISION PHASE 1 of the City of Little Rock, Pulaski County, Arkansas); thence along the west line of said Shenandoah Subdivision, Phase 1 S02'37'01"W 337.14ft; thence S02'39'38"W 11.16ft to the SW Corner said Shenandoah Subdivision, Phase 1 and the TRUE POINT OF BEGINING; thence leaving said west line and along the south line of said Shenandoah Subdivision, Phase 1 S88'52'08"E 99.59ft; thence N76'20'28"E 46.88ft; thence S88'52'08"E 104.39ft; thence NO2'39'04"E 16.24ft; thence S88'52'08"E 184.16ft to the SE Corner of said Shenandoah Subdivision, Phase 1; thence leaving said south line S01'55'16"W 352.76ft; thence N88'35'45"W 188.77ft; thence NO2'39'04"W 18.50ft; thence N88'52'08"W 104.41ft; thence N59'13'49"W 51.02ft; thence N88'52'08"W 99.61ft to the east line of Shiloh Subdivision Phase II of the City of Little Rock, Pulaski County, Arkansas, thence along said east line NO2'39'38"E 280.00ft to the true point of begining. Said tract contains 3.22 acres. CERTIFICATE OF SURVEYING ACCURACY I, Brian A. Tinnel, hereby certify that this plat correctly represents a boundary survey made or verified by me that all surveying requirements of the State of Arkansas and City of Little Rock Subdivisi Rules and Regulations have been complied with and filed for record as required. 3 113/07.r-�, Date of execution Brian A. Tinnel Registered Professional Land Surveyor No. 1438, Arkansas CERTIFICATE OF ENGINEERING ACCURACY I, Dan Beranek, hereby certify that this plat correctly represents a plat made by me, and that the engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with. 3�010-) Date of execution Dan Beranek Registered Engineer No. 12713, Arkansas CERTIFICATE OF FINAL PLAT APPROVAL All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation and submittal to a preliminary plat having been fulfilled, approval of this plot is hereby granted, subject to further provisions of said rules and regulations. This certificate shall expire Date Signed, Date of Execution Little Rock Planning 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 in accordance with this plat. Signed, Name RICKEY WARREN Address 20451 LAKESHORE COVE HENSLEY ARKANSAS 72065 PIN ..+. .. , u, k. ..,R ky � R PLANS APPROVED =A4`w EASEMENT APPROVED EASEMENT REQUIRED VL DATLJ BY r1�e L- aQ GT �G�YJ `t? -Oe v ` �, SURVEYOR'S NOTES:�� HORIZONTAL COORDINATES, BEARINGS, AND ELEVATIONS FOR THIS PROJECT ARE BASED ON PAGIS MONUMENTS 2044 & 2044A. NEW PAGIS MONUMENTS SET ARE: 2044-0286 & 2044-0287, LOCATIONS ARE SHOWN ON PLAT. THE LOCATION OF KNOWN SUBSURFACE STRUCTURES, PIPE, POWER, GAS, PHONE, ETC. ARE SHOWN ON V THE PLANS. McCLELLAND CONSULTING ENGINEERS MAKES NO STATEMENT AS TO THE COMPLETENESS NOR ACCURACY OF THIS INFORMATION. NO STATEMENT IS MADE AS TO THE EXISTENCE, CORRECTNESS, OR LOCATION, EXCEPT WHERE SHOWN, OF ANY PROPERTY CORNER MONUMENT. ALL EASEMENTS KNOWN TO McCLELLAND CONSULTING ENGINEERS AT THE TIME OF THE SURVEY ARE SHOWN ON THE DRAWING, BUT NO STATEMENT IS MADE AS TO THE COMPLETENESS OF THE EASEMENTS SHOWN. TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS, AND PLANNING AND ZONING REGLILA11ONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. DIMENSIONS SHOWN IN PARENTHESIS ON THIS PLAT ARE PER THESE RECORD DESCRIPTIONS FOR THE PROPERTY. NAMES OF ADJACENT OWNERS SHOWN ON THIS PLAT WERE PROVIDED BY BEACH ABSTRACT COMPANY. NEITHER THEIR ACCURACY NOR CURRENCY IS WARRANTED BY McCLELLAND ENGINEERS. ERROR OF CLOSURE: TH:S SURVEY MEETS THE STATE OF ARKANSAS MINIMUM STANDARDS FOR ERROR OF CLOSURE IN URBAN SURVEYS OF 1 PART IN 10,000. THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESENT UPON IT. saA10i,,� ! A R Ii kE 9 AS i�pOea.x1°see REGISTERED 3 PROFESSIONAL ENGINEER SHENANDOAH SUBDIVII ,ON CERTIFICATE OF RECORDING PHASE 11 _This document, number _ filed for record - in plat book page RE -PLAT OF L 0 TS Signed, McClelland Circut Clerk Consulting 31 R, 32R, 33R & 34R Engineers CITY OF LITTLE ROCK M OEt Incorporated PULASKI COUNTY, ARKANSAS 2 6-3-04 Added loft Sewer Easement TRG Little Rock, AR Fayetteville, AR APPROVED DRAWN BY DAIS MEET No. 1 6-3-04 Added 15ft Waterline Easement TRG BAT BAT 3tl2/07 SCALE JOB NO. FIELD BOOK 1 d0. DATE DESCRIPTION BI 900 W. Markham 1810 N.College 1"=40' LR03-5989 TDS/ GPS C:\SURVEY\2003\03-5989\5989S-1.DWG