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HomeMy WebLinkAboutS-0647-C Map 2C A FIND IRON PIN NW CORNER S88'52'OS"E 427.98' S1/2 NW1/4 SW1/4 NE7/4 -- - SFIND IRON PINSe;-,11. Twp.1S. Rng.13W. � A - � _ _ _ � _ __ _.. - _ NE CORNER _ SHENANDOAH SUBDIVISIC PHASE 1 14 4R O 2 3 LOTS 4&5 REPLATTED AS 1 DOC: 200 4445 BOOK F,'PAG[ 780.' 5R -�- 1 SHENANDOAH SUBDIVISION 1 e 1 PHASE I e s 6 _ BOOK B, PAGE 795 DOC. # 86 10659 10 ' 1 1 Y e 1 1 1 1 Y 0 1 i N 1 I 7 ° U) 1 1 8 1 ' 1 MUSLEM K. MUSTAFA ' 1 DOC#96-85267 ° N 115406.79 ° ' 44"'`1e0 VXW E 1200639.47 ° N 115403.15 1 NO2'39'04" S88'52'08"E 184.30' E 12008 .73 1 16.24' N 115381.56 e 139 E 1200488.79 e A ° °mow S88'52'08"E 104.39' b 0 0 as N w aD �T m (li N z z S88'52'08"E 99.59' PAGIS 2044- N 115365.4 E 1200498. 0.16ac L 305.78 12 A 6968.37sq. ft. 0.16ac. 13 6968 33sq. ft. 0.16ac. 14 6969.14sq. 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' N5225'11"W 30.27' 25.00' 39.27' S45'18'43"W 35.36' PAGIS N 1 E1 EL 35 N 17539U.5/ o34R E 1200638. 2 0.22ac. w 17481.34sq. ft. 35 a in 9401.35sq. ft. a � N rn S 89'54'03" 0.20ac. 33R 8847.04sq. ft. = „I UlV\ULr 15893' 3 158.9345ft R/W WATER LINE 0 0 S87'20'56"E PER DOCUMENT^ M #85-51272 N _ o - \ . N 6073.0673.06sa. ft. So , A 0.21oc. \T 0.22ac. 4 30 spa 896532R .24sq. ft. 9514.46sq. ft. S n 0.20ac. 29 85 8..29sq. ft. 12'6"w CONCRETE / w o r: N 88*35-45" rn IFT O cli Z 0.54ac. CD 31R m23377.42sq. ft. N 115073.69 1200624.05 16"PVC Y i 1 ' 1 LINED DITCH SHENANDOAH SUBDIVISION UNDEVELOPED 13'0w a w w -10ft SEWER EASEMENT DONNA WILLIAMS DOC#89-61967 oI _ CD 4 Co L.R.C. BUILDERS OF LITTLE ROCK DOC#2004-07582 LEGEND Q" SURVEY CONTROL MONUMENT CURB LINE (TYPE AS NOTED) _. 6'CSC - 6" CONC STEP CURB 10 PAGIS BENCHMARK _ - _W - - - - - - - _W- - - - WATER LINE xX FENCE FOUND SURVEY BOUNDARY MARKER (TYPE AS NOTED) _ STORM WATER LINE - - -- - - - - - - - O SET 1/2' X 24' REBAR - - - - - - - - - - - - - - - - SANITARY SEWER UNE (UNLESS OTHERWISE NOTED) PROPERTY LINE STORM DRAIN GRATE RIGHT OF WAY LINE ®STORM WATER MANHOLE BUILDING SETBACK LINE $ O SANITARY SEWER MANHOLE - - - - - - - - - - - EASEMENT LINE GRAPHIC SCALE 40 a 20 40 60 160 ( IN FEET ) I 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, Phas- 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, Phass 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 contahs 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 regurements 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 1/3%07a-, r�4 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. 30/0-) 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 plat is hereby granted, subject to further provisions of said rules and regulations. This certificate shall expire Date S' d, Date of Execution Little Rock Planning Commission CERTIFICATE OF OWNER Oft SEWER EASEMENT We, he undersigned, owners of the real estate shown and described herein, do hereby certify that we have laid off, pl¢ to and su4divided, and do hereby lay off, plat and subdivide said real estate in accordance with this plat. f n I 188.77' ROCKY G. BRAZIL DOC#99-37907 z0t I Name RICKEY WARREN 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. 6uYs0aeeeoeeb®q 0�!{� A R is � A S `a, SIA°f 8 �i� 1 `�1 `O e ^ , REGISTERED I'R OFESSI®NAL 0= \ ENGINEER oog 1-4Sgr" ~O�.No I1 7713n.�.1 G. SHENANDOAH SUBDIVISION PHASE II (A)25ft BLDG. SETBACK 010ft UTILITY EASEMENT ©20ft UTILITY EASEMENT ®15ft SEWER EASEMENT Circut Clerk Q \SURVEY\2003\03-5989\5989S-1.DWG