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Oliver Springs Heights Phase IV-CorrectedSCALE IN FEET 100 0 100 200 300 BASIS OF BEARING: Assumed N 02'31'08" E, along West line of Section 7, T -9-N, R -31-W, Arkansas. DEDICATIONS The right of way as shown on this plat is hereby dedicated to the public for public use. The easements as shown on this plat are hereby provided by the property owner for public utilities, franchise utilities, cable N, drainage, access and other purposes. The designation, utility easement, shall include public utilities, franchise utilities and cable N. The respective utilitity companies and cable N shall have access through and along their designated easements for their personnel and equipment at all times. The authority to cut down and keep trimmed trees, hedges, and shrubs that may interfere with or endanger such utilities and cable TV is hereby granted by the property owner. OWNER & DEVELOPER OLIVER SPRINGS DEVELOPMENT, LLC 2502 FAYETTEVILLE ROAD VAN BUREN, ARKANSAS 72956 NOTES: 1. This Plat filed for the Purpose of Placing on Record Lots 36 thru 88. 2. A one-half inch rebor with a yellow cap stamped LS 988 set at each Lot Corner. 3. All Right of Way Return Radii are 25.0'. 4. Distances along Curves are Chord Distances. 5. Encroachments are not allowed in the 100 foot overhead Powerline Easement located along the back of Lots 61, 64 through 69 and crossing Lot 50 & Lot 88. Requests for Variance shall be coordinated with OG & E and the City of Van Buren. 6. Encroachments are not allowed in the 80 foot overhead Powerline Easement crossing Lots 84 and 85. Requests for Variance shall be coordinated with OG & E and the City of Van Buren. 7. Numbers shown in parenthesis (000) are street addresses. Corner lots must call the 911 Dept. at 479-785-2651 for correct address to be assigned. © BRIXEY ENGINEERING & LAND SURVEYING, INC. 2005 Any unauthorized use of this drawing or data by others is at the sole risk of the user. Brixey Engineering & Land Surveying, Inc. shall be held harmless and without liability from claims, costs or damages of any nature including costs of defense arising from improper use of this drawing or data, or by another party. NW Corner �1 �,`�O Section 7 T -9-N, R -31-W \P S 87005'09" E 1699.14' 90.00 100.00 15.0 15' Utility J - 1 �; --i 100.00 _ 109.73_ Easement « c 7.5' 15' utilityo n 1 192_25 ;J ` E I-� �' Easemen°'T 3 �l O , 5.0 - 8.1 B 90_00 _ 90.00 132.34 'n 10• m o a N ;� r�� `� 3 I- 15'7iltility / 3 r7,5' 0 7.5 - - 214.89 �I Mo1E eo Orb rw. S. ,,�.... 79 m o N 80 v .o ,n t�'J (��j Easement . 7 mn ryuw w"w a ✓^awed mw». Util. w° h o 81 0 o d•,n, `a . o / ^o, • o (� �Q Esmt. o I Iv a 82 0 o J" o on I� �ry / o I'N I,S' Utililt / TRACT C 25' B.S.L. _ O - mo al oI� vN .0 85 Eas P .. c �•y0 v� 7 5' Utility '1 84 y fro / :t 86 n emen o 5' .S.. o" I!v O M ^ o I< a 87 88 "� STORM DETENION WATER / n 70' (TST _ Easement ut O 5 I �15' Utililty - I 0 \-I' a 1--I L-1 39 u� Easement s UtililtY - AREA / E N86'S9'O6"W x'00- 100.00_ -7 80 gyp- - Easement _ >�f� / (821 IC) I � o -" - RSO' .� L 0 ' _- - .O - 5 815 --�' 85L z f W 3so.a2--�POWDERHORN CIRCLE �_DQ�N 7 �'- �e L -'(3' 4- - - 15.50' - J GRIVE Y --- / N 96'59'06" w 0 54.63' 17.18' Util. - / 64.19 85.0 Easement N 86'59'06"'�- '1 20.a1' 736 85.00' �7�1' 1 3 688.32' -'---r- - N 86'59'06" w J 732 0 0 74 o a ,n 178.3 155.69' mI - -^-� 78 OJ w I «y (7ao -w T` 2 vi u^i< „ (9os 722.14• / 15' Utility�'t' o - y N 5' Utility N .N o I �`+ 872) �,�{QQ 0, 143j�;_ i 130.89' W Es t MOTE` Mo a.o.xr no» SrMr«.' Easement�� 0 E o N o Esmt. rn M ;,.� 5' Utilit N 20' Draina9 S' UtililtY 25' B.S.L (820) ' �sni ns„w wmo « mawa,a ., 0 77 of I :,- a 75 0 74 " I / 7.5 5- I . B.S.L. roinoge o a ,s76 o b '"�lro asameht 63 0 ;,� Easement Esmt. 5 7 [ I D I• N I N O ? O O y A' //� ^ lD / 62 �7 / I� L M .- 7.1 W a •` r0 // a � W ; 4j M� O / O, O r7 p O -_\ ,5 Utility a o 0 7 a uj 61 I� 0 5(�j� N I M 49 Easement 15,0 IZ o ry a G� a v/ � / 15' Utilit N ^� `O / nI o / `ho Oma' J y --� L- r;2• Q�`b / Easement 10.0 I �I'sEsmt �ty I Easemen 40.0 .- 429.9.-17'- - _ z ^� 4 4- ° h �o - 3 Access N , 5 Utilit 90'00' 85.00' / c "� osement S 86'59'06" -85.00' _217.65' 122.14 n E 579.17' � 89.20' _ 0 I Opo. 259.20' / - / 190.00' - %'L �.68.�S,Q,0 E 131.66 SS 'o96 73 J`'^°c O Mho „�y S 86'59'06 E 339.79'- ,,� N- 'or 147.40' o z Iso o°� I s'o?o �a, eF �/ ^I, \/ , o 48I o Q, s• h o g J J 190.00 In `51g o'/ 20.0 �f l� ^t„o �// /° S / 64 /^° I (O f,•- D j ro 15' DrEsmte N 132.34' TRACT B �° ZL �b S / N/ LI- - J G v°iI STORM WATER °a. I o \ / / SS• / / 0 1E' DmgT DETENTION �'$ �� 72 \ ��� o h ?aa?bs, / / o(-^ ;a7 -os' 411 S ^i^ '7 �O/� 1. .g0, ra Io no I Im I at TRACT D I Y vi 30' Access 52 5' utility Easement ^ , yo5 9 7 vh / Q/ �� /��' y / \2 �S / W STORM WATER Easement 7p / ^moo J;�`'�c \ Q y� oe �95`nose'Gr / DETENTION 25.0 133.03'I 0 ee`c 'berjjry AREA 146.76' oa b Soo 71 �:r ti Doi" � e� J 66 \ 1 / �!1$ / / / / j ooI m ODN 5.0 6 I 0 �/\` / / �" h / o s �,� \ s / I �I 53 FFy,q ro AI •� 322.89• ^^> 0 575, \99J.Os� h / °cz /_ o G. \ ry / `b , Oat ti / / n 146.44' N 133.71' tG 5 s 3 1 ON a \ , / / °° 67 abv / ��vilV SPRINGS - _ _ - , o E a ao 45 I otr L, 4x4.76, 87•-� )70 s h �' s o F / HASEGS 15' Drainage E �I y 54 10 �� �M I E GO K; LI}!ER 15 ! .O ?2 . �eZc eo . P E9mt. 0 w a o °a �' E m (� SPR/ Essen C ° lea y9 (�� / I 6 RI S HEIG TS ti ^y ° / s 68 vie a /'o. g/ / n W I 146.12 E 3a.ao' a I 7 PHAS /r s,• / s5, / aQ N a y %`S . rBBA 06, / 0 ♦ ,i P �4.) o W w vi� ai I 0 3 ` 25, s7a 9 O�ss,. / /^� , / ° 5 / esti,.° \ a QD �I 55 s o� N aDN a; 44 I at cc c N 9 ° 26 `t SOLIT `s -t=°` `Ttjil �i4'57'54" E ^��5/ / Cj�� ^` / / 27uuL 25 O N a ,� 145.81' h 135.08' U©E 41.72 •/ / '/ Esm - VVV Z a 43 I N PO AVE _ - ---� ^^"- '� I o� o » / 'ZB 10' Utility Earn 0 in o o O __PHM 52'57 E 0 x/69 / - r �/� - I nI `56 o N n "� ` m 125.00 �� s" Jo / sj - J �L ias.as'1� I !n 5 ' L ARC L 70.17' o / / 6� / 5/ _ - 73s.7T 25' all Setboa ' s 69.26' W / / "' 29 ' ^. %�) 10' Utilit o 4 k 3 iv I 2/ / 5 s�,9 / / / - ry� 0 v 24 J { 9I E 57 ani MN 42 d ,a ��^ r\ n/ / 30 F,. / "Yf-' td Drainage Esmt. I �I ' I 15 `� ,�J� �� / 'O m� I I 15 145.77' 136.49' UNI N / / i: '_ W I lRility I I 5.0 I Casement / O I / �� / / / hl I I ,Easemen a / z 16 1s t ,, �I 5815' N 15, u4t , I a // L L ^ Easema I� �.'S 86�59'Q6" mI u� U// E N Y rn ,nl N86'59'08"W vlEasement� 75.00' L1 144.85' �1 LLIf 30.00 '- 137.227 29.85' o 15' Drains '_' TRACT A / / �I �\ 15 L. ES I I I I,;, a Easement e - a $ STORM WATER / / '�b o / I � ' 25 S.L.17 33 I I 34 5 I o I _m 22 o a 0 rg 59 ry"°7S / ti i DETENTION / / / o !_•' % = ! o j }� I -I O : 6C °aI Iozs' BSL AREA / z L it g �rL 2.5' B.S.L. onJ 1 I `15'U/E A j 15.0 0 a ? 7.5 1 very N86'59'06 1 I I --�_ 5' Util. N 148.55' / Q J L L -- M E405 z 1407 ^'1% v`2' ri °,y1 40.0 / /• -- - ._�iiauultlilVD �pI��� L_ M 90.00' .321 ya P?Gy.. ryry 39 -/+utY_00 p 15' Utility �.. I 15.0 vi I f - - •_ - _ c !>116'51'06"E CH= 5 48 0 0 '�- Easement 115.00' 94.23' R = 1 6S. r-' -- /01 - •, cw SWCorner7 / / / / 1 N ' I I ----- 5,-UtiL Ease nt7 =5. 6.S.L; -- - _ 1 ' �O.o(T'- .74 $ '7 `r L'y'L° R6Q� I o T -9-N. R -31-W / I I n I �� 15.0 !- 1406 (1408 w ?Jj �oB,. , 11 12 13 14 18 j I X19 20 I I j a o Esmt.l a 38 82 7 I - ? 5I W i 21 z 36 a 37 a / Y1� �_. 6iLL-- z Q-- -_ _-- -- I N Zc9e5o/ / / / \ �� Drg. Esm 15' Utility Ease ent �• - - I - - 90.00' 90.00' r 228.61 i < ata \ %5?N93 94 s5 96 7.s 7.s' I - -� 111 86 59 06 W 408.61 ce / o1 / e 97 98 I ' Qo� / 92 \ \ ti� �� 98 100 101 102 103 104 I I Easement r' / OLIVER SPRIN HEIG S PHA E I I (I vj 1 � U%E J 105 n o ___ MONARCH DRIVELN / 91 / ko ^oma'\ -- --�- - '.y -= -._ _- MO----NARCH CIR_ 4o.a I/W ye / ,�, 81 _. I ` 5' Utility Esmtt _.-., 7 / r / Q� / 15 U/E CORRECTIVE PLAT oUVER 31PROH03 OF-VIE30HUTS OF I I AU 'rrri v : BRIXEY r L �. ENGINEERING &' ='•"' LAND SURVEYING, �'- - C4: INCORPORATED =,y., �V. N0. 98 •O E r X11111 t' 4G 777 AN ADDITION TO THE CITY OF VAN BUREN PART OF THE SW1/4 OF THE SW1/4 SECTION 7, T -9-N, R -31-W CRAWFORD COUNTY, ARKANSAS AUGUST 2005 BRIXEY ENGINEERING & LAND SURVEYING, INC. JLAND SURVEYORS - CONSULTING ENGINEERS P.O. Box 6180 Ft. Smith, Ark. 72906 (479) 646-6394 Point of Beginning LINE Corner /4 SW1/4 tion 7 -N, R -31-W RJ J�_ ,tK SE Comer SW1/4 SWI/4 Section 7 T -9-N, R-31 -W PROPERTY DESCRIPTION APPROVAL OF WATER & SEWER SYSTEM CITY COUNCIL APPROVAL: Date - l� Mayor Attest - City Clerk Chairman Secretary Al I nTTClJC" APPROVAL - Date 09-05-6-5 STATE OF ARKANSAS COUNTY OF Sworn to and subscribed before me this dao""'"1N11j""4�yr�� Notary Public _Peytt�•E ems' My Commission Expires i J�09- P FILED FOR RECORD this do of aow 2005 at a: 5q o'clock M. LINDA H�WARD, C FORD CO. CIRCUIT CLERK Clerk and Ex Officio Record r FILED S�AUG 3 1 2005 LINDALOCK = CLER CRAWFORD COUNTY, VA,, 6" RFNKA,R CERTIFIED CORRECT �lx- ao65 - ql /1 /ATE tis`%GIS T ZR XS L1 F 1/ AR AS `1%`4� s 40iii 111 `� • STAA TSE OF ",, ARKANSAS REGISTERED ° : .Aly- No, 988 ;c' ;PROFESSIONAL` _0= ENGINEER;y- ° �c N0. 44561/'111 ��Nr09CD Nofo,`VT-.`yb^` � CL1 N. � i// 1 '��r�� i L A�O��°� +riffs,/ 17j11111 L 11111`` Ronald N. Brixey Ronald N. Brixey Registered Professional Engineer Registered Land Surveyor Arkansas Reg. No. 4456 Arkansas Reg. No. 988 Part of the Southwest Quarter (SW1/4) of the Southwest Quarter (SW1/4) of Section 7, Township 9 North, Range 31 West, Crawford County, Arkansas, being more particularly described as follows: Beginning at an existing stone being the Northeast Corner of said SW1/4 of the SW1/4; thence S 02'33'12" W, 1322.56 feet to an existing stone being the Southeast Corner of said SW1/4 of the SW1/4; thence N 86.59'06" W. 408.61 feet along the South line of Section 7; thence N 02'48'00" E, 330.00 feet; thence S 86'59'06" E, 75.00 feet; thence N C2-48'00" E, 664.17 feet; thence N 86'59'06" W, 190.00 feet; thence S 02'48'00" W, 76.21 feet; thence S 50'38'19" W, 883.63 feet; thence N 02.47'59" E, 133.32 feet to the point of curvature of a curve to the right, thence along the arc of said curve 70.17 feet, said curve having a radius of 125.00 feet and a chord of 69.26 feet, bearing N 18'52'57" E; thence N 34'57'54" E, 41.72 feet; thence N 51'53'55" W, 190.29 feet; thence N 78'03'15" W, 414.76 feet to a point on the West line of said SW1/4 of the SW1/4; thence N 02.31'08" E, 588.05 feet to a steel post being the Northwest Corner of said SW1/4 of the SW1/4; thence S 87'05'09" E. 1699.14 feet along the North line of said SW1/4 of the SW1/4 to the point of beginning, containing 30.19 Acres more or less, being subject to public road rights of way and any easements of record.