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HomeMy WebLinkAboutS-0285-CC Map 545976C CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY I, Paul M. White, hereby certify that this plat correctly represents a bound- ary survey made of verified by me that all surveying requirments of the State of Arkansas and City of Little Rock Sub- division Rules and Regulations have been compiled with and a copy of said boundary has been duly filed for record in offices of the State Surveryor and the Pulaski County Circuit Clerk on 19_--, , in Plat Book Page /I Date of Execution Paul M. White, Registered Land Surveryor No. 1281, Arkansas CERTIGICATE OF PRELIMINARY ENGINEERING ACCURACY I, Timothy E. Daters, hereby certify that this plat correctly represents a plat made by me, and that engineering requirements of the Little Rock Subdivision Rules and Regulations have have been compiled wi ate of Execution Timothy E. Daters Registered Professional Engineer No. 5033, Arkansas CERTIFICATE OF PRELIMINARY PLAT APPROVAL All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation and submittal of a preliminary plat having been fulfilled, approval of this plat is hereby granted, subject to further provision of said Rules and Regulations This certificate shall expire. Date of Execution Planning Administrator Little Rock Planning Commission OWNER OR DEVELOPER �- 19 =3 % Date of Execution Name FGY Rarich inc. 56a k /,! _ Address Source of Tile D.R. Page Instrument No. 91- r02/64; t JL Legal Description Lots 5 & 7, The Ranch, an Addition to the City of Little Rock, Arkansas and part of the NW1/4, Section 13 and part of the NEl/4, Section 14, T-2-N, R-14-W, Pulaksi County Arkansas. Commencing at the northeasterly corner of Lot 3, The Ranch, an Addition to the City of Little Rock, Arkansas, said point also being on the west right-of-way line of Buckland Road; thence N30°0911511W, 200.77 ft.; thence N5905014511E, 170.00 ft.; thence S30°0911511E, 210.00 ft.; thence N59050145"E, 173.71 ft.; thence N04°55115"W, 195.00 ft.; thence N22029129"W, 104.89 ft.; thence N00018155"W, 128.13 ft.; thence N5100515911E, 158.28 ft.; thence N84°40117"E, 95.97 ft.; thence S54026126"E, 149.00 ft.; thence S05°24136"E, 120.13 ft.; thence S07029140"W, 102..39 ft.; thence S05°12100"E, 228.73 ft.; thence N82058145"E, 74.01 ft.; thence N67°0515111E, 95.50 ft.; thence N68016105"E, 123.60 ft.; thence N18°00'0511W, 125.05 ft.; thence N2600910111W, 244.97 ft.; thence N27°50106"E, 154.94 ft.; thence N62043146"E, 95.19 ft.; thence S7402412011E, 147.67 ft.; thence S3102912111E, 133.68 ft.; thence S06°16111"E, 281.18 ft.; thence N48052101"E, 210.00 ft.; thence N52015'30"E, 119.81 ft.; thence N64009156"E, 122.03 ft.; thence S19°3713511E, 125.00 ft.; thence southwesterly along the arc of a 439.26 ft. radius curve to the left, having a chord bearing and distance of S5903711311W, 163.91 ft.; thence S48052101"W, 263.28 ft.; thence southwesterly along the arc of a 288.31 ft. radius curve to the right, having a chord bearing and distance of S64°41103"W, 157.17 ft.; thence S8003010611W, 57.56 ft.; thence southwesterly along the arc of a 602.96 ft. radius curve to the left, having a chord bearing and distance of S73023106"W, 149.40 ft.; thence S66016107"W, 116.25 ft.; thence southwesterly along the arc of a 328.10 ft. radius curve to the right, having a chord bearing and distance of S77053126"W, 132.19 ft. to a point on the north right-of-way line of Ranch Blvd.; thence S8903014511W along said North right-of-way line, 153.00 'ft.; thence southwesterly along said north right-of-way line following the are of a 550.87 ft. radius curve to the left, having a chord bearing and distance of S71007138"W, 347.49 ft.; thence northwesterly along the arc of a 25.00 ft. radius curve to the right having a chord bearing and distance of N78042122"W, 37.48 ft. to a point on the east right-of-way line of Buckland Road; thence N3000910711W along said east right-of-way line 115.19 ft.; thence S59°50'45"W, 50.00 ft. to the point of beginning, containing 541,393 sq. ft. or 12.4287 acres more or less. f �� — � • -^'� o •g9 � �� 1, � �� _ f /58. ;T_ 17 T V. �C Ri Vj •v (� !�✓� is T �� N GP'LV,�, /�s g Mgr ke /32 Bq' �1 a i c �`.•\ E,�. j�a9 51�3' Jlila�k ,.r 5.,4• Ui 7 �, � 9b � — � 2G�' , � ._.�. �� / � • ,-�� ; / J ' J J ~ /2.7 C ✓'::'. ..+ rC'�' G7` ! Ur ✓ IG�1 x J L.0 (.-�11.7 Ln Flo � r _ � r 1•-Tor / 5 C._.'J (`.' �% Phi_ /ter.. /� T/ �hG✓vr _ f WHITE-DATERS & ASSOCIATES, INC. .• ,-, /�, ;�� �-�,_/ ,.,. .,�,, I✓ore- ��fi � e�fi�oN�/ � /� © • A/_''• ci✓V/D 11/ y 11f j CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING c- .e^y( ? f� 401 Victor Street Little Rock, Arkansas 72201(�A Q r �: Foc,C /✓/rlr-J,rcr�d/ Bnuna'a/-cy © v Survev Bv: I Drawn Rv: I I A....... -A o... ---'J _I, -I O- d r•� t'/W' ty G SgL fit? J :N ram. ' `234 �34c,�r .oe- � •nn1 ;1 O7 _ 5-J�su-