Loading...
HomeMy WebLinkAboutS-0712-A Map 1CERTIFICATE 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. (Si ned) / Date of Execution Name Adctee s BOX 277 CONWAY. AR. 72032 INSTRUMENT NO. 86-779-68 RECORDED: 12/10/86 CERTIFICATE OF RECORDING This document, number filed for record 19_ _ in Plat Book -- , Page (Signed)___ (Name) Clerk CERTIFICATE OF ENGINEERING ACCURACY I, William L. Dean, hereby certify that this plat correctly represents a plan made by me, and that the engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with. (Signed) 6-2.6-0-7 _ w..e�'f. Date of Execution William L. Dean Registered Professional Engineer No. Arkansas CERTIFICATE OF SURVEYING ACCURACY I, James L. harper, hereby certify that this plat correctly represents a boundary survey made by me and boundary markers shown hereon actually exist and their locatiSn-- type and material are correctly shown. (Signed) Date of Executionv James L. IIar r Registered Land Surveyor No. 829, Arkansas CERTIFICATE OF FINAL APPROVAL Pursuant to the Little Rock Subdivision Rules and Regulations, and all of the conditions of approval having been completed, this document is hereby accepted. This Certificate is hereby executed under the authority of said Rules and Regulations. (Signed) Date of Execution Little Rock Planning Commission NOTE: FLOODPLAIN INFORMATION FROM F.I.R.M. MAP S 2034'54' W 349.33' 174.66' - - _ 174.66' 10' UTILITY EASEMENT I o - - - - -- - - I 1 I/� o v+ z ui W IN w t J i � i O I i \ 0 I � I 1 I � 149.64' I oS I S 1°57'08' W L - J 10'x10' AP&L EAIE.- m I I ry c� to 10' UTILITY EASEMENT- W 14 9.64' N 0°58'24 E o N I 15' SEWER EASEMENT, / Go Co ' w 1 vQ 10'x10' AP&L ASE.--I 14 9.64' -� S 1°57'08' w I _ NW CORNER SW1/4 NW1/4 SE1/4 SECTION 12 T-1—S, R-13—W P.0.B. -\ N 1 0 3 � I vo Os F m �I M O °Bs z Spy w I I CD a wI Q� N 19°33'4 /W�3� 04 `-S 22 2Y4,2' 35.72' , i S 64°22'10' E ,G0.16',. 1 124.64' I S 1°57'08' W 1 I S 67°39'48' W w1.13' N 67°28'09' E '2Q4 1 w io I ~ � o I Z I ui •i ,j J IW IN LQ o o� ILu Iw i} ca Iin wIJ V � 149.64' 10 to S 1°57'08' W _+ in I^ 10'xT AP&L EASE. - 0 1 I III ul 10'x10' AP&L ElaSE.- - II 149.64' I_ S 1°57'08' W L I 100 YEAR II FLOODPLAIN LINE — -- 1 I MIN. FLOOR ELEV. 274.0' I _ o r' ll I m o vo S 43°14'30' E 35.47� `I 25' BUILDING LINE-l/ 12 4 , 4 7' 0 N LEGAL DESCRIPTION S 1°57'08- w Part of the SW'4 NW, SE4 of Section 12, T-1-S, R-13-W, Pulaski County, Arkansas, more particularly described as follows: Commencing at the NW corner of the NWT: SE'y of said Section 12; thence S02034'54"W 659.27' along the West line thereof to the Point of Beginning at the t7W corner of said SWw NW} SEw of Section 12; thence continue S02034'54"W 349.33'; thence S88026'08"E 669.27' to the centerline of Kerry Street; thence N01057'08"E 349.28'; thence N88o26'08"W 665.43' to the Point of Beginning, containing 5.35 acres, more or less. - 10x10' AP&L EASE- ` 6 i 9: 50' R/ W 25' 25 F- Of 0 U z H Q I 1 10' UTILITY EASEMENT\ -- -I -- 124.64- -- --+ SO,Ap - - -//1 - S 1°57'08- W - - - -I --S 6/L'08'48' E 40.52' owl WI in / w� to N 64°20'26' W 20.41' 3tI ry If Nod 149.64' I in J S 1°57'08" W I �10')10- AP&L EASE. I 10' UTILITY EASEMENT Ln 149.64' N 0°58'24 E 3 15' SEWER EASEMENT I a o i � N 3Co allo I �.Q ` rri z J I � Z --- 101x10' AP&L EASE. I I 1 149.64' J S 1°5T08' W I Z J O 0 o 1G H f�o ,� I� �.Q WI in m �I IN �I 149.64' S 1°57'08' W �I o IM Ln i / x10' AP&L EASE. 14 9.64' S 1°57'08' W I 6 to 1 0 vQ I o -S 46°45'30' W 35.24' 25' BUILDING LINE-7 t I 124.8l' I S 1°57'08' W 0 N N 1'57'08" E 349.28' S 2034'54' Wv659.27' KERRY LANE NW CORNER NW1/4 SE1/4 SECTION 12, T-1—S, R-13—W GENERA— L NOTES 1. ALL BUILDING LINES ARE A MINIMUM OF 25 FEET FROM PROPERTY LINES UNLESS OTHERWISE NOTED. 2. ALL EASEMENTS SHOWN TO BE USED FOR UTILITIES AND/OR DRAINAGE AND ARE TO BE 10 FEET IN WIDTH UNLESS INDICATED OTHERWISE WHERE SHOWN ON LINE BETWEEN LOTS, 5 FEET ON EACH SIDE. 3. RADII AT INTERSECTION OF STREET RIGHT-OF-WAY TO BE 25 FEET UNLESS OTHERWISE NOTED. 4. ALL LOTS HAVING CURVED BOUNDARY LINES ARE MEASURED USING CHORD DISTANCES. 5. ALL LOT CORNERS, ANGLE POINTS AND POINTS OF CURVATURE ARE MARKED BY MEANS OF IRON PINS. T l of a Y.a � Ly .0 CT I'u i tit a a Ya f � � � •�.•w..�y' y-� PROJECT AREA j ir' � .� <o•r y 1 SCALE: 1'=2000' BEARINGS DERIVED FROM SOLAR OBSERVATIONS GRID AZIMUTHS ARKANSAS SOUTH ZONE Cu 4C 80 scale leet Bus] Ma a.�iMa67 P N FINAL PLAT YARBERRY ACRES SUBDIVISION LOTS 1-16 It STATE OF 4 % unrrrrr I Uf � ' •••••• " PART OF THE SW1/4, NW1/4, SE1/4 AR1:Arts7>5 '•: d 11 REGISTERED No.B SECTION 12, T-1—S, R-13—W =G•. PROF6SS10:1AL "s �, � .t ��;, $-L_ ENGINEER PULASKI COUNTY, ARKANSAS " jn% '.1.';`s L. N P�?'• J ; � !y No.4418 � 111 LAN OWNER: K.C. DEVELOPEMENT CORP. DATE: APRIL 10, 1987 -CIVIL DESIGN lk. 10 01 FAIR PARK BOULEVARD LITTLE ROCK , ARKANSAS