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HomeMy WebLinkAboutS-1135-G Map 1X .e..\A13024 CERTIFICATE OF OWNER/SUBDIVIDER �F\?9 / �J1 �Q� HICKORY GROVE 47 PROPERTY DESCRIPTION B O0 �p ° We, the undersigned, owners of the real estate shown O0 Cq _2 �� h SUBDIVISION, PHASE I� and described herein, do hereby certify that we have g 'f Fq V�PS��� 1t.�1 ° `1IK1 BK. 'H', PG. '769' Part of the Northwest Quarter (NW1/4) of the Southwest Quarter (SW1/4) of Section 29, Township 2 North laid off, platted and subdivided, and do hereby lay off, (T-2-N), Range 13 West (R-13-W), Pulaski County, Arkansas, being more particularly described as follows: i„ag and pia subdivide said real estate in accordance with qc� A c�� 48 BEGINNING at the Northwest corner of said NW 1/4 of the SW 1/4 of Section 29, T-2-N, R-13-W; thence GRAPHIC SCALE IN FEET Date of Execution Name EV-Mark Development, LLC S '�,�•'� 1 un South 88° 23' 52" East along the North line of said NW 1/4 of the SW 1/4 (said line also being the South A% �� 6' 49 line of Pebble Beach Park, Plat Book 40 Page 17 & Book A Page 133) 184.61 feet; thence South 01' 36' 08" 51 0 50' Address P.O. Box 241850 J' �9 3O� ti D'Ap`L� "A West along the Westerly line of Hickory Grove Subdivision, Phase II, (Plat Book H Page 769) 100.32 feet; Little Rock, Arkansas 72223 1 Ai A>. A� `�/• s thence South 520 56 47. Source of Title: East 190.15 feet to a point on the right of way of La Scala Court; thence along LEGEND `� ?ir F �3�• s' S6A �p1 said right of war along a curve to the left having a radius of 50.00 feet, an arc length of 124.22 feet and a Instrument No. 2003-079190 J���F >, 6O 9 Y 9 9 9 0 5 F d• / LOT 50R chord bearing and distance of South 42° 30' 09" East 94,65 feet; thence South 06° 34' 31" West 116.65 0 FOUND IRON PIN (1/2" REBAR) CERTIFICATE OF FINAL APPROVAL �'� 4. �F 6070.64 SO. FT. 121 feet; thence South 80' 51' 03" West 71.26 feet; thence South 43' 50' 04" East 138.62 feet to a point on SET IRON PIN (1/2' REBAR) Pursuant to the Little Rock Subdivision Rules and VP��tiJP e ph >�' ��e 369 ACRES 52 �`L 3 the right of way of Verona Court; thence along said right of way along a curve to the left having a radius of _ _ _ _ _ Regulations, and all of the conditions of approval having 5 Q 0'S-y�, ° _ _ _ _ _ _ _ _ _ _ _ EXISTING CURB been completed, this document is hereby accepted. �1�p^'ij \ �• /,• 50.00 feet, an arc length of 162.44 feet and a chord bearing and distance of South 33 09' 56" East 99.86 This certificate is hereby executed under the authority 5� p ` �• rl, x. sue, S 58°35 50 W feet; thence South 05° 00' 12" West 113.84 feet; thence North 73° 01' 41" East 122.00 feet; thence South of said rules and regulations. �\� ++J \ j nj0 Ae \ 121.33'CH 0� / 270 14 06 East 108.06 feet to a point on the right of way of Loria Court; thence along said right of way PROPOSED CURB 22, 11 let FPS \ p the following five (5) courses; (1) along a curve to the left having a radius of 50.00 feet, on arc length of PROPERTY LINE 241.95 feet and a chord bearing and distance of South 14' 32' 45" East 66.09 feet; (2) thence along a Date of Execution L.R. Planning BUILDING SET BACK commission G G 0y ?' 025 curve to the right having a radius of 25.00 feet, an arc length of 22.12 feet and a chord bearing and `, ,� \ \ LOT 37 distance of North 52° 10' 36' East 21.41 feet; (3) thence North 77' 31' 42" East 37.41 feet; (4) thence along EXISTING EASEMENT + 'y0011050.773 SQ. a curve to the left havinga radius of 232.50 feet, an arc length of 104.75 feet and a chord bearingand - - - PROPOSED EASEMENT CERTIFICATE OF RECORDING . F 5 distance of North 64° 37' 17" East 103.87 feet; (5) thence alonga curve to the right havin a radius of This document, number filed for records \1 • 0.254 ACR \ LOT 51 9 9 EXISTING RIGHT OF WAY !� � 'y oC�,'j1 \ 25182.21 SQ. FT. rp �° h g4 •y'b \ 0.578 ACRES 14.50 feet, an arc length of 22.42 feet and a chord bearing and distance of South 84° 00' 17' East 20.25 2007, in Plot Book, PaIs_ RIGHT OF WAY 1 0` �1 y1✓ `' L. ° \ feet to a point on the right of way of La Scala Court; thence continuing along said right of way the following fie• p1,k5 • 6 J' four (4) courses, (1) along a curve to the right having a radius of 54.50 feet, an arc length of 16.53 feet (Signed) Q`�� 13 �% S$ 160 and a chord bearing and distance of South 320 23' 11" East 16.48 feet; (2) thence along a curve to the left a 51°1� / ` 72°16'30" W having a radius of 85.50 feet, an arc length of 36.93 feet and a chord bearing and distance of South 37° Clerk N1. LOT 36 \ \ 27'CH • _ 25' 16" East 36.64 feet; (3) thence South 49° 4T 38" East 64.19 feet; (4) thence along a curve to the right y e 12169.68 SQ. FT. e 543 0.279 ACRES having a radius of 13.00 feet, on arc length of 23.39 feet and a chord bearing and distance of South 01 .1 45' 0 o 10 2 - 06" West 20.36 feet to a point on the Northerly right of way line of Dorado Beach Drive; thence South 41° `ttpulm\ o�e,� �'� 51 ' • 6 15' DRAINAGE & continuingst et to a Southerlyt on of the wo Southerly hNorthlght of 50° 11 W31"ay line Eastf6 84 feetBeach thencDerlalonthence a curve to CERTIFICATE OF SURVEYING ACCURACY .'sSUTILITY ' R�FESSaON''�ii \" �� c'y ' N 11 �9 , 1 EASEMENT t 9 9 Y 9 Y 9 `` ° eeeeee °e 9 �i s c^ 1 9 the right having a radius of 25.00 feet, an arc length of 33.67 feet and a chord bearing and distance of 1, Thomas P. Taylor, Jr., hereby certify that J O e°°STATE OF °e \ LOT 52 F ° this plat correctly represents a boundary survey made 4A�° ARKANSAS °$ !a�1� ' I 16313.74 SQ. FT. I right of war line of Bella View; thence a South 86 00' 53 East 31.19 feet to a point of the Southerly g y or verified by me, all monuments required actually exist = � e Na 1593 $ G � '� , 0.375 ACRES continuing along said Southerly right of way line along a curve to the right having a radius of 845.47 feet, an and are correctly shown hereon and that all surveying = r 8 i = 0 1 014' » LOT 35 1 83°36'31" W arc length of 86.27 feet and a chord bearing and distance of South 44° 30' 15' East 86.23 feet; thence requirements of the Little Rock subdivision Rules and - N 8= -SIGNATURE �S - j0 ro 42 o ° ° " Regulations have been complied with. 3 e%} e° � 77°31' 12389.02 SQ. FT. A, 7.65CH South 63 43 55 West 201.88 feet; thence South 20 33' 13" East 315.61 feet; thence North 87 35' 29 � ° q �° a ? v 'LB0 ',se E 0.284 ACRES I West 985.57 feet to the Southwest corner of said NW1/4 of the SW1 /4; thence North 01' 27' 17" oast " �'�i���Ira te OOO 0000 0O°��p`�� N i � 1 1 N 5�°410 1146.29 feet to a point on the Southerly right of way line of Dorado Beach Drive; thence North 01 27' 17 Date of Execution Thomas P. Taylor, Jr. i41 pNN ROW c� 2__50°4213 � - rn East 60.02 feet to a point on the Northerly right of way line of Dorado Beach Drive; thence North 01° 27' Registered Professional ��In1nun1100 rn k:-- 702°5i12-W-- 17" East 122.01 feet to the POINT OF BEGINNING containing 18.556 acres more or less. Land Surveyor 31 e3'45' E R=25 5�+2018 25' BUILDING KI 1593 14 1 N CN �, Arkansas STATE OF 13011 S All ° I SETBACK PAGIS COORDINATE TABLE NOTES: ARKANAS .04 ��°1'5 I N I LOT 53 Point ID Northing Eastin 13000 163051.6197 1183648.4089 13001 163046.4585 1183832.9427 13002 162946.1752 1183830.1378 13003 162831.5976 1183981.8918 13004 162761.8166 1184045.8397 13005 1162645.9345 1184032.4824 13006 162634.6036 1183962.1278 13007 162534.6087 1184058.1353 13008 162451.0197 1184112.7626 13009 162337.6164 1184102.8343 13010 162373.2274 1184219.5172 13011 162277.1467 1184268.9701 13012 162213.1723 1184285.5697 13013 162226.3008 1184302.4805 13014 162234.3794 1184339.0066 13015 162278.8960 1184432.8493 13016 162276.7813 1184452.9856 13017 162262.8681 1184461.8105 13018 162233.7686 1184484.0758 13019 162192.3322 1184533.0988 13020 162171.9810 1184532.4764 13021 162126.4715 1184572.8055 13022 162130.8482 1184578.0570 13023 162128.6808 1184609.1669 13024 162067.1791 1184669.6135 13025 161977.8325 1184488.5805 13026 161682.3100 1184599.3900 13027 161723.7311 11183614.6860 HICKORY GROVE SUBDIVISION, PHASE III w 18.556± ACRES\ Q a �a a- Y a-C) w� 13001 5 o1,,3s'o8" w o m , , 00. 1 0 w J m cwo w G < a- o_ o � 0 0 o I m' 1G o 5 d I UNDISTURBED \OPEN SPACE 'A' SQ. FT. 18477.38 o m C4 0.424 ACRES a �g8 FIP =E NW CORNER ° Uwy NW 1/4 SW 1/4 n SEC. 29, T-2-N, ° R-13-W FILL. CO., AR Z�O13000 0 1 00' _> d N Ot 2717 E 122.01 1. SET 1/2' REBAR AT ALL LOT CORNERS. CERTIFICATE OF ENGINEERING ACCURACY * * * AO� L,241' 'o�n ° ° F / 5p 3 1 M .= 15638.97 SQ. FT. 2. NO INDIVIDUAL LOT ACCESS OFF DORADO BEACH DRIVE. I, Bradley A- Peterson, hereby certify that this plat correctly REGISTERED y R� OM q� as 0.359 ACRES 3. THE FRONT, REAR, AND SIDE YARD SETBACKS ARE 5.0 represents a plan made by me, and that the engineering LL T �7 7 1+1 'ro 11111 I to FEET UNLESS OTHERWISE NOTED ON THE PLAT. requirements of the Little Rock Subdivision Rules and PROFESSIONAL S LOT 34 ° 4. ALL LOTS SHALL HAVE A MINIMUM 5' UTILITY EASEMENT Regulations have been complied with. ENGINEER ° ALONG ALL LOT LINES UNLESS NOTED OTHERWISE. NG NE \ C N 73°09'33" W vvf "� ,�^ 14253.87 SQ. FT. ! ' 5. ERROR OF CLOSURE EXCEEDS 1 :N 15,000. * * * t h' 0.327 ACRES 11�2 h Date of Execution Bradley A. Peterson �9 No. 13217 50 010 77.63'CH 3 / I FLOOD PLAIN STATEMENT: Registered Professional 10993.63 SQ. FT. No. 13217 �(Fy A. PE E LOT 32R -- ?41 rI� THERE ARE NO PORTIONS OF THE PROPERTY LOCATED WITHIN THE Arkansas\ 0,252 ACRES 48.99' CH 100-YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE \ �o RATE MAP, PANEL NO. 050181 0043 F, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DAFED OCTOBER 19, 2001. N\ _00 LOT 54 A 27 \�, 15713.91 SQ. FT. HICKORY GROVE -� y / 0.361 ACRES SUBDIVISION, PHASE 11 I BK. 'H', PG '769' ROW �� 1 08 S 05°00'12" W 113.84' ° �� 1 a, LOT 33 \ 130 9 0 2775.27 SQ. FT. I �,V �\� \ 0.523 ACRES + r ' S 9g.0�a1 LOT 26 w ROW 18 I 1 23 p.�\61g0 y 13672.57 SQ. FT. \ 2 'DRAINAGE 3rO g0 / oU z � 13007 `��� yq8?. 0.314 ACRES N EASEMENT N 1 • \ e � \ s w i13004 S 03431" W 116.65' 1 005 CO F, mf CL6 N 88°E 14'07' + � s' -P 'P. \� �y� �y 37.32' CH I op�� / �eAo\\ /�° �' \ � / ro e'y `r� LOT 17 i °'� ti 5"� ib. P9• A��' a'e / c' N°�ti ti� 10828.66 SQ. FT. rn1 c � `' h LOT 25 � F �r �s•� D /.' Q'_" 0.249 ACRES LOT 24 I n 12612.49 SQ. FT. \\ ) / 1300 S � � G7 1-IAA6 cn r-r nooAr`RFC 0- � � i.3 \ Imo 0.401 ACRES t - ; r LOT 55 14 9 ?�a 1 00620' DRAINAGE 0 °rL\ EASEMENT 32150.43 SQ. FT. d > Si f N 06°46'31" W 0.738 ACRES LOT 16 1 �1 152,89 CH 155.12 O RO�� 625. W S<�G��f 11076.92 SQ. FT. \ $ N 10°20'S9" W \ ' 1 » W 0.254 ACRES 94.08 C ^� 15' SEWER N 01-05#51' W LOT 15 EASEMENT � A6°0� 35 O ��PG�� 46 •E p QQj' �6 0 55 E 5'6°0�6/ » 59.29' CH h� 17570.76 SQ. FT. CH 5 S,6°0�'35 0.403 ACRES 8849{ ,�,39• W 162.49' F� N p=18°29'57', L=163 20 J, A » 6 a2'61 � Dieun g4 , / ro o LOT 56 3° /�/ S °�,,18• E 172.09' CH w� q 27712.62 SQ, FT. " g 0.636 ACRES PGA. \ �/ » E SOO°'23"W S HE w I "' o��` V 1' Q / LOT 57 OPEN SPACE 'B' / I I �' ~ ��6'h 34676.61 SQ. FT. ,��, 6266.76 SQ. FT_ '� , >�r� I I 0.796 ACRES 0.144 ACRES J 22106..42 SQ. FT. LOT 8 FT 1"3014 5 0' eI LOT 60 0.507 ACRES . 11 LOT 61 I 18633.01 SQ. FT. 0.692 ACRES \� c,�o18423.43 SQ. FT. 0.428 ACRES 1 \ LOT 62 0.423 ACRES 17652.35 SQ. FT. I I LOT 3 FT. 0.405 ACRES 1949 - 20' DRAINAGE 0.447 ACRES / I I EASEMENT 5' SETBACK, ° DRAINAGE & UTILITY ( EASEMENT (TYP.) � \ S 89°50'0* W 0.84' 4a: aa' ' Ra 69, 147 n:' ' 60 -�- 892,3 �O;z40-- -�,� 15(174 MR nn RFAr44 T1R nMTCA1T7n RY PI AT RK F PG 35 PEBBLE BEACH WC'11)S R 'Fp pG '3.59' PEBBLE BEACH N fA OPEN SPACE 'C \\\\\\ 218330.89 SQ. FT. 5.012 ACRES 3026 SW CORNER NW 1/4 SW 1/4 \�� SEC. 29, T-2-N, 13 22 R-13-W 10825 Financial Center Parkway, Suite 300 Little Rock, Arkansas 72211 Crafton Tull Sparks ® engineering 501.664.3245 t 501 .664.6704 f www.craflontullsporks.com �I�b� n4� rOK WLY `Jawsvtw�Vl FINAL PLAT HICKORY GROVE SUBDIVISION - PHASE III PART OF THE NW 1/4OFTHE SW 1/4, SECTION 29, T-2-N, R-13-W, PULASKI COUNTY, ARKANSAS Key Plan nofforea% � m �v c�^9y h q�„a•° � VLLLEY r¢iG[ nRIVE `ypt,T s jGRREI IfIVE THIS �^ PLAT FANY VIL g C RT VIMU=LR RM➢ n R, O, � VINAS9R Rpp➢ �, No. Description Date This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Crofton, Tull, Sparks & Associates, Inc., and is not to be used, in whole or in part, for any other project, without the written authorization of Crofton, Tull, Sparks & Associates, Inc. PROJECT NO: 729-5 ISSUE DA-E. a6/19/08 coN-ACr: F.RIGGINS CHECKED BY: © 2008 Crafton, 7dV, Sparks A. Associates, Inc. FINAL PLAT 1 OF 1 .s