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HomeMy WebLinkAboutS-1135-F Map 491 M r 0 0 g 3 a_ o_ IL O 3 O z .� o 0 N 5- i c:d ,o r z�z F o O 0 O N Q z`n3 Q �j J Z U w m � m w o 0 d 7 118 119 120 PE B E BE B OK 40 PAGE 17 & B S 882352' E _ POB K 123 124 PAGE 133 RNER OF THE184.61' O - - S 5 i T9OF THE SW 13 I rT-I R A C T 9 9 9, T-2-N, R-13-W 1 x 1 16 i E X I1`RS T I N G 0 P E X S P A C E �J PAGIS COORDINATES Node ID NORTHING 'LASTING 1183832.94 1184397.68 1' 84428 73 1184622 27 1184645.79 1184684.45 1184703.16 1184711.71 118476227 1184788.93 1184550.66 1184532.59 1184533.23 1184484.08 84461.81 184452.99 1184432.85 1184339.01 84302.48 off1184285.57 1 162271.28 1184205.79 2 162337.62 1184102.83 3 162451.02 1184112.76 4 162534.61 1184058.7 4 5 162634.60 1183962.13 6 62645.93 1184032.48 7 162761.82 1184045-84 B 162831.60 1183981.89 29 162946.18 1183830.14 10' BUILDING SETBACK & S 88'17'50" E 161r5O5,43' -- I DRAINAGE & _1UT1 ITY EASEMENT 110.14'T 77.73' 100.26' 10' DRAINAGE & 14Q '1'S\9p 11550 SQ. FT. 0.265 ACRES t /{• A f CLOT s6 0• �• F �+ UTILITY EASEMENT, IT ! - p LOT 13 N1,,'., LOT 12 NI 1� LOT 11 8633 SO. FT. �' 0 7158 W. FT. $ 8431 SO. FT. 0.198 ACRES 10.164 ACRES 0.194 ACRES `� 5' BUILDINnj 3 - PROPERTY DESCRIPTION Part of the Northwest 1/4 of the Southwest 1/4 of Section 29, T-2-N, R-13-W, Pulaski County, Arkansas, being more particularly described as follows: COMMENCING at the Northwest corner of said Northwest 1/4 of the Southwest 1/4 of Section 29; thence South 88? 23' 52" East along the North line of said Northwest 1/4 Southwest 1/4 a distance of 184.61 feet to the POINT OF BEGINNING; ;hence continuing' along said North line of Northwest 1/4 Southwest 1/4 South 88? 23' 52" East a distance of 564.95 feet to the West line of Lot 909, Longlea Addition, Phase IX (Rat A-101); thence South 5? 57' 22" East along the West line of Lots 907, 908 and 909, said Longlea Addition, Phase IX, a distance of 299.2$ feet to the Southwest corner of said Lot 907; thence North 84? 18' 03" East along the South line of said Lot 907, Longlea Addition, Phase IX, a distance of 194.50 feet to the West right of way line of Hinson Road; thence along said West right of way the following six (6) courses and .68 feet; 2) South 18? 33' 54" distances: 1) South 11? 20' 01' East a distance of 119 East a distance of 121.44 feet; 3) South 27? 20' 34" East a distance of 40.74 feet 4) \ South 49? 16' 31" East a distance of 11.28 feet; 5) South 39? 22' 25" East a distance of 79.70 feet; 6) South 44?34' 54" East a distance of 37.98 feet to the North right of way line of Dorado Beach Drive; thence South 49? 48' 57" West along said North right of way of said Dorado Beach Drive a distance of 311.89 feet; thence continuing along said North right of way line along a curve to the right having a radius of 381.83 feet an arc distance of 23.22 feet and a chord bearing and distance of South 51? 35' 13 West a distance of 23.21 feet; thence along a curve to the left having a radius of 13.00 feet on arc distance of 23.40 feet and a chord bearing and distance of North 01? 46' 56" East a distance of 20.37 feet; thence North 49? 47' 38' West a distance of 64.19 feet; thence along a curve to the right having a radius of 85.50 feet an arc distance of 36.93 feet and a chord bearing and distance of North 37? 25' 16- West a distance of 36.64 feet; thence along a curve to the left having a radius of 64.50 feet an arc distance of 16.52 feet and a chord bearing and distance of North 32? 23' 11" West a distance of 16.48 feet; thence along a curve to the left having a radius of 14.50 feet an arc distance of 22.41 feet and a chord bearing and distance of North 84? 00 17" West a distance of 20.25 feet; thence along a curve to the right having a radius of 232.50 feet an arc distance of 104.75 feet and a chord bearing and distance of South 64? 37' 17" West a distance of 103.87 feet; thence South 77? 31' 42" West a distance of 37.41 feet; thence along a curve to the left having a radius of 25.00 feet an are distance of 22.12 feet and a chord bearing and distance of South 52? 10' 36• West a distance of 21.41 feet; thence along a curve to the right having a radius of 50.00 feet an arc distance of 173.21 feet and a chord bearing and distance of North 53? 55' 53" West a distance of 98.70 feet; thence North 579 12' 22" West a distance of 122.'•7 feet; thence North 05? 00' 12" East a distance of 113.84 feet; thence along a curve to the right having a radius of 50.00 feet an arc distance of 162.44 feet and a chord bearing and distance of North 33? 09' 56" West a distance of 99.86 feet; thence North 439 50' 04" West a distance of 138.62 feet; thence North 80? 51' 03' East a distance d of 71.26 feet; thence North 069 34' 31" East a distance of 116.65 feet; thence along a c ui curve to the right having a radius of 50,00 feet an arc distance of 124.22 feet and a 2 chord bearing and distance of North 42? 30 09" West a distance of 94.65 feet; thence North 52? 56' 47" West a distance of 190.15 feet; thence North 01? 36' 08" East a w distance of 100.32 feet to the POINT OF BEGINNING, containing 464,436 square feet or 10.662 acres, more or less. °6 CENTERLINE CURVE DATA C4 0 N \ \ 11 \ 909 �- \ 1 z V \ 1 t \\ 2 \I O O I1 60 30 0 60 / I 1 �g�- Naf �{v2�/2•b/ ld /r7;s �71 Th,� M� II 1\I � 7 9' 6.58 19 0 8 � °ITT of \ RIVE y% CAR►VI r• ? V3 1 \ � r%r O, { i I fir•% `9� iw m I 1 XS 6603 0" W� N 67'22;13'IWSETBACK, DRAINAGE LOT 10� �S•� L�� I l 60.72 DN - S 59T7'13' ® 29.69'CH S8 \ ___ N 6 �S5 NUMBER Cl C2 DELTA ANGLE RADIUS 0T43'15" 700.00 22'4257' 700.00 ARC LENGTH 34.33 277.52 TANrvENT 47.24 140.81 DEGREE 0811'06" 08T1'06' CHORD GIRECTION N 4556'01" W S 30'42'S5°'E CHORD LENGTH 94.26 275.71 C3 11-18'56" 700.00 138.25 69.35 O8-11'06' S 13'41'5T E 138.02 C4 84'40'49" 100.00 147.79 91A2 5T1T45' N 50'22'55" W 134.71 C5 11'31'11" 500.00 100.53 50.43 112T33" S 76'2409" W 100.36 C6 29O6" 210.00 108.50 55.49 279TO1" S 62'43'40"' W 107.29 w LC E S F' ` LOT 19 \ \� 8984 SQ. FT. !yZl LOT 20 N % 0.206 ACRES 7622 SQ. FT. LOT 18 • f 0.175 ACRES 7698 SQ. FT. 1e 0.177 ACRES U T(AEASEM� � 6= 7`1 -86,4� n n LOT 21 J g Ban SQ. FT y 0.204 ACRES I 'a\. `�"+ gU11�c G DR NNGS MENj E Tit ate/ J LOT 22 10990 SQ. FT. LOT 23 \ 0.252 ACRES 11354 SQ. FT. 9\�. 0.261 ACRES N 7T4 S 76'59'20" E 34.0: 22.80'CH ®y 4 1 57,52CH n S 7518'25' W9.6 V S HL u' R50 S 41 19'7r1' W 21.54 CH r u 5 0.18 SQ. 0.189 ACRES \i�g M,F.E. 376,7'� / 9A O n i �/ 1 11 10 DR NAGE k6 / UTILITY EASEMENT �� t. 5 �� y! LOT 9 I 907 F 9814 SQ. FT. 7.41' z - u 0.225 ES 1� '1 0 M.F.E 78.4' 1 0 CP \ O II II� ® Z PLANS APPROVED \ O I I NB4`18'03" E O EASEMENTAPPROVE 3 a 194.50 MENT RE UIRED w > A Y W D: > Q a A J a > A r O K F W W > R LA PIO�(' NtR N J� GDJE O�Pr uJ v r z W 0 1J6 V� m z o Po�v lP 1 �� CyNNON � .10�� 0OU,PTo CgRN F� VALLEY FORGE DRIVE d4,f p DRIVE CARMEL v d SITE LOCATION FAIRWAY VILLAGE COURT WINDSOR RpAD 40,p r rNd�O w WINDSOR RpAD � o FCOG�T POGcycOl� Z OE DELM NTE DRIVE pT 3 �o O,o LOT 8 D EASE 9316 SQ. FT. 7.6 N 0.215 ACRES 0' EXISTING DAT - M.F.E. 379.6' , 4 2 I 'o 3� SEWER EASEMENT Q, o BY EKG �ti` \ N I VICINITY MAP AG ENT 10' DRAINAGE & 10' DRAINAGE aq O FLOOD PLAIN STATEMENT LOT UTILITY EASEMEN �u� EAI I A PORTION OF THE PROPERTY SHOWN IS LOCATED YIOt�OSCa{G' 8971 SQ. FT . WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED 0.206 A ES M.F.E. .6' LA WITHIN - 51 BY THE FLOOD INSURANCE RATE MAP, PANEL NO. 5 awl I /� 050181 0007 D, PUBLISHED BY THE FEDERAL CERTIFICATE OF OWNER EMERGENCY MANAGEMENT AGENCY DATED AUGUST 5, 1985. We, the undersigned, owners of the real estate. shown 10' BUILDING I J and described herein, do hereby certify that we have S LOT 6 m �J\', f \ SETBACK & 1 laid off, platted and subdivided, and do hereby lay off, 8882 �' Fr' DRAINAGE & �) plat and subdivide said real estate in accordance with 0.2D4 ACRES I w this plat. N \M.F.E. 381.4' UTILITY EASEMEN 1 NOTES: ''a \ ��tij (" \ 1. SET 1 /2" REBAR AT ALL LOT CORNERS. Dote of Execution Name EV-Mark Development, LLC iSL 000 2. NO INDIVIDUAL LOT ACCESS OFF -4. 100 YEAR \ DORADO BEACH DRIVE. Address P.O. Box 241850 c^ 10' DRAINAGE m I \FLOOD PLAIN Little Rock, Arkansas 72223 3. M.F.E. =MINIMUM FINISH FLOOR ELEVATION. 812LOT 5 UTILITY EASEME T \\ 1� I s 4. THE FRONT BUILDING SETBACK IS 5.0 FEET. Source of Title: 0.186 ACRES + ©' ` 5. THE REAR YARD SETBACK IS 10.0 FEET. Instrument No. 2003-079190 M.F.E. 3822' \' \ 5 0. 6. ALL SIDE YARD SETBACKS ARE 5.0 FEET. \ 7. ERROR OF CLOSURE EXCEEDS 1 IN 15,000. -cn� ,ti0 / a \ F• F CERTIFICATE OF SURVEYING ACCURACY 1151CH W gU �l GpGE e 19'99 CH \ \`r $• 's'' + \ 7 `6�j/ I, MICHAEL WATSON hereby certify that S 72' de 57 2" j PCK' ESE Ey LOT 29 $ �sjo• \ 1 °3 F S 1275LOT SQ. 4 FT. \ \ I I \\ \O © \ +� �17� ' .or verified byhis plot me, allmonumentsesents a required actuallyexist 35. CH E 0-%,\ 7951 go, �, 9 {�, `$. ; D. 7 AES J\ \ \ S 49 I6'31' and are correctly shown hereon and that all surveying 152'4j'S9' E ISSNN 0.183 ACRES \e, ;D 4- u. 382.6' \ I I \ \ 11.28' >9 ,. { u.Q /] re uirements of the Little Rock Subdivision Rules and 20.19CH Z LOT 28 0\��, 1N / �' \ >+'S• Y Regulations have been complied with. 9399 SQ. FT. o gJtD�! �^ i yp• h6�/• >> O. I \ O F �� ��P,4/tn N\ a 0.216 ACRES jc tBPC SE. p S 9 10 DRAINAG LOT 27 i��v, OW PSF UTILITY EASEM \� \ r / 8858 SQ. FT. 0���9 �gS u LOT 3 \ �\ FLOOD WAY �� \ 0 �s0 Date of Execution B. Michael Watson 0.203 ACRES & g0 7 43 SQ. Fr. 9 �, y RegisteredSury Professional NpGE j / 7�t N5� >' 0 0. 64 ACRES \ F �: Land Surveyor pT G \\ \ No. 957 EN > �ssM.F.E 383.6' 1� Buy S \ 20 $\•�%C\ 2 C� s1� / \ 10 O�Q Arkansas U j S}� �n ?9�'Y j�•y- LOT 2 R9� LOT 30 8012 SQ. FT. \ '�� �O� LOT 31 -k 8742 SO. FT. \ a•184 7. ,a.� , F \ CERTIFICATE OF ENGINEERING ACCURACY t� SQ. FT.m 0.201 ACRES S 423348'�'' \ / 1, BART MINK hereby certify that this 309 ACRES `'?\b�'. 38.02CH �% ��1� LOT 1 >S \ � � � \ O � plat correctly represents a plan made by me, and that O I* S 56'44'06'E �" \ \ the engineering requirements of the Little Rock Subdivision LOT 32 \ r. S 07'18 20 W 7457 SO \ 21.02'CH g 26.87'CH 0.171 ACRES g \ /'� c� vy Rules and Regulations have been complied with. S� 0.19a39SQ. FT. c�\Qr. S 7513' W +oy 1 E 386.4' ?, 0.193 ACRES 15.O6CFI k� �° � p L oo N 5620,44, " \ �X \ ` �a� k S 7T0T11" E 6'� 19.51'CH \ \ Date of Execution Bart Mink PROPERTY LINE CURVE DATA W '01 , 17 \ 16 CI A b \ \ \ \ \ azrS`6�k3 G 15 5 8-CH • W OS, 49'4�T W N 3725' W / 24.51' W IN 8200021 W N 16 48�CH W14 C9CH 19 sg3, /�571" 8 C11 C10 �N�9 AA �� 89'59'21E J 19 16.78' \ \ Registered Professional Engineer No. 12169 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 S 5210'36' W • 3 tt�G \� \ ` of said rules and regulations. 21C 1'CH C13 N 01'46'56' 20.37'CH 12 Q C�0 100 YEAR 39 \ Date of Execution L.R. Planning Ce FLOOD PLAIN \ \ \ Commission 23.21 CH \ \ C7 \� CERTIFICATE OF RECORDING ♦`'' \ \ \ This document, number filed for record ` 40 \\\ \\ Y 2006, in Plat Book Page \ \ (Signed) Clerk 50 41 F o LENGTH 3.21 NUMBER DELTA ANGLE RADIUS ARC LENGTH TANGENT DEGREE CHORD DIRECT ON C C7 03'29'03" 381.83 23.22 11.61 15'00'20" S 51'35'13" W 2 CS 103'09'09" 13.00 23.40 16.39 440-44'12" N 01'46'56' E 20.37 C9 24'44'44' 85.50 36.93 18.76 67'00'45" N 3725'16" W 36.64 C10 14'40'33" 64.50 16.52 8.31 88'49'50" N 32'23'11' W 16.48 C11 88'33'41" 14.50 22.41 14.14 395'08'36" N 84'00'17" W 20.25 C12 25'48'50" 232.50 104.75 53.28 24'38'36" S 64'31'17" W 103.87 C13 50'42'13" 25.00 22.12 11.85 229-10'59" S 52'10'36" W 21.41 C14 198'2914" 50.00 173.21 -307.23 114°35'30" N 53'55'53' W 98.70 C15 186'0846" 50.00 162.44 -931.35 11435'30" N 33'09'S6" W 99.86 C16 142'20'55" 50.00 124.22 146.66 114-35'30" N 42'30'09" W 94.65 PB �G\ STERN %,e�� 4,I1 gT I+�;Op '® STATE e0F O ARINSAS \ V ANO. 957 0 e N0.957 :®� �® REGISTERED = 42 \ _ PROFESSIONAL 1 5 \ to : W - ° ENGINEER ryw \1 \\ :lfl'.. \ Tv nYq� No. 1216E v , A L. Aw`O+,a`,> ®glad J. ffi ` 9*01 rri)nnr�\w��� isi/f/®d '-- CRAFTON, TULL & r' ASSOCIATES, INC. 11 No.109 �RkANSAS EN��NF�� C ® � U L � O }� CD U >> cr) •v w ® V) O T tJ� 3 co Q ' �� (1) M (0 �CO CD r u7 a) 04 06 I- LL C.) Of LO N¢N U) O CUM LL LO W L. CV Q0 a� r o :c o 0) C CO I _11 C LU Uj e U) Z 0 0 H- � O (J zt UD J ro' J Q z LLI H- r Q U z 0 Q _ (n ® V Q C14 E- Q (P) m U) ¢ Z O n- ¢ Q U) Z awn LLL Revision FINAL PLAT Drawn by TAT Checked by Date 06/14/06 Job Number 729-1 Contact Person M. WATSON Sheet Number