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HomeMy WebLinkAboutS-0647-C Map 4FND IRON PIN NW CORNER S11/2 NW1/4 SW1/4 NE11/4 - A Sec.11, Twp.1S, Rng.13W. 9 UI 00 M m N 0 z • S88'52'08"E 427.98' 0 FND IRON PIN NE CORNER SHENANDOAH SUBDIV►SIC PHASE 1 4R 2 3 LOTS 4&5 REPLATTED AS LOTS 4R&5R DOC: 2,000034445 BOOK F, PAGE 780.' ,.e 5R ' SHENANDOAH SUBDIVISION 1 PHASE 1 9 6 BOOK B, PAGE 795 DOC.# 86 10659 _ 10 ' 1 1 , e 1 1 0 1 1 : � � 1 N 0 U7 1 1 ,. , per. 1 8 t 1 ° ' N 115, ° sewlen Yew E 1201 11 1 NO 2 a9-'D"F N 115381.56 16.24 00481 E 1200488.79 1 8 ,m ",.,c S88'52'08"E 104.39' 2 0' S88'52'0i- 99.59' 14 N 11 392.63 N 11539 PAGIS 2044- 286 E 1 0534.35 12006 B N 115365.4 5 3 m E 1200498. 28 L 305.78 B 0.22ac. o O.16ac o 0 n 12 0 ; 940 3 5sq. ft. B 'a0, 6968.37sq. ft. e oN ;O rn N 1 in 0 1 z 1 LJJ O _>�° ° ° 79.37' 34.63' ° � S8T20'S6 E o 0.16ac. a ° Q SHENANDOAH CIRCL 158.93' 13 0 11 0 �' S8 '20'56"E 158.93' 45 f t R /VV 6968.33sq. ft. o ,n It ' WATER LINE b o PER DOCUMENT^ Q S87'20'56"E #85-51272 n 1 z N N e LIB 6 0 1 = 0.600c. I ��� ft. i n6073.O6sq. O.16ac. 14 6969.14sq. ft. 0.15 �B 1 6969.95sq. ft. �- N88'52'08"W 99.61' 10'PVC IAITT.AIn9 I nT r`IIR\/P nATA RADIUS LENGTH CHORD 25.00' 1 39.27' S44'41'17"E 35.36' 50.00' 77.01' S4236'28"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' 54518'43"W 35.36' PAGIS 204 N 1150, E 1200• EL 306. 0.22ac. 30 9514.46sq. ft. v 4 NI 0 e � o a, N 104.41' 1 N O , z fl e C o.2ooa. 29 �2T 8558.29sq. ft. 00 1 _ a N88'52 08 W 104.41 , a, 12'6"w CONCRETE a z A S88'52'08"E 184.30' D34R 17481.34sq. ft. 79.41 0.20ac. 33R 8847.04sq. ft. A 0.21ac. 32R 8965.24sq. ft. 1_ , 1 1 e e 1 , , 1 , 1 MUSLEM K. MUSTAFA 1 DOC#96-85267 1 ° N 115403.15 E 1200823.73 1 --10ft SEWER EASEMENT 1P ro n DONNA WILLIAMS DOC#89-61967 a 0 d 00 Jo I"Lo M 3 io in to 0 0 N 0 40 ro L.R.C. BUILDERS OF LITTLE ROCK DOC#2004-07582 ��. Q SURVEY CONTROL MONUMENT CURB LINE (TYPE AS NOTED) 6*CSC - B' GONG STEP CURB PADS BENCHMARK ---W"--------W-.---- WATER LINE W- K FENCE FOUND SURVEY BOUNDARY MARKER (TYPE AS NOTED) - - - - - - - - - - - STORM WATER LINE O SET 1/2• X 24• R®AR - - - - - - - - - - - - - - - - SANITARY SEVER LINE (UNLESS OTHERMSE NOTED) � PROPERTY LINE E] STORM DRAIN GRATE BIGHT OF WAY LINE ® STORM WATER MANHOLE - - - - BUILDING SETBACK LINE O$ SANITARY SEVER MANHOLE - - - - - - - - - - - EASEMENT UNE ca 40 GRAPHIC SCALE ( 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 sold Shenandoah Subdivision, Phase 1 S02.37'01"W 337.14ft; thence S0239'38"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 a;deC'ty of Little Rock Subdivisi Rules and Regulations have been complied with and filed for record as required. 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 Re ulations have been complied with. 3LO10-) fir - Date of execution Dan Beranek Registered Engineer No. 12713, Arkansas Oft SEWER EASEMENT 0.54ac. C 31R o m23377.42sq. ft. o N 115073.69 E 1200624.05 16"PVC 1 N 115 ' 1 LINED DITCH E 120 1 6"PVCI N88'35'45"W 188.77' N 115055.21 E 1200623.19 ROCKY G. BRAZIL DOC#99-37907 SHENANDOAH SUBDIVISION UNDEVELOPED 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 plat is hereby granted, subject to further provisions of said rules and regulations. This certificate shall expire Date Date of Execution Little Rock Planning Commission CERTIFICATE OF OWNER We, he undersigned, owners of the real estate shown and described herein, do hereby certify that we have laid off, DI to and subdivided, and do hereby lay off, plat and subdivide said real estate in accordance with this plat. Si j1 Address 20451 LAKESHORE COVE HENSLEY, ARKANSAS 72065. CERTIFICATE OF RECORDING This document, number filed for record in plat book . page Signed, 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 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 REGULATIONS 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: THIS 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. �A T F REGISTERED � :$ s PROFESSIONAL N S 0= a EN6yNEEEt G. SHENANDOAH SUBDIVISION PHASE II ®25ft BLDG. SETBACK ®tOft UTILITY EASEMENT ©20ft UTILITY EASEMENT ®15ft SEWER EASEMENT Circut Clerk C:\SURVEY\2003\03-5989\5989S-1.DWG