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Parkview Tracts 1 & 2 (2020-13)ADM/N/5114ADVLr APPROVAL ORDINANCE /3-2003 Dote of Subdivision Approval,* Dote of Ad trotive Approval,* Mayor b/b / Chairman Planning Commission: Secretory Planning Commission: m 1""FJ AC/CNO►ytEDCAIENT ��: � NOTARY °' `Q �� NCO STATE OF :% _"_��'s°"_--- �T;O,y PUBL�Go COUNTY OF - ra�G'I/--Q-�---�/-' --- 3N� 41vn.XP.r(`l _P On this day before me the undersigned Notary Pub/ic within and Jor the County and Slate of aid, du/�� co missi-- and octing, appeared in per = and --------- ... --------------- ------- known to me to be the person(s) whose nome(s) are subscribed to the within instruments ono acknowledge that he/she/they executed the some for the purposes therein contained. /yn x,y -W1TNfSS z hand and seal this -1_! _T-w-doy of No Notary P /ic My Commiryi 6r ires•�-. F/LED FOR RECORD�L�oy or ,per at I I w ZA o clock .4- rn• ;rcuit .�-�nn Clerk and Ex-Ofrcio Recorder. , 20PY/ cWARON BLOUNT-BAKER, CRAWFORD CO. CIRCUIT CLERK WATER APPROVAL: BY DATE TOTAL A £AGE: 5.05 ACRES (132,764 65 SO.FT,) SURIffYED PROPERTY DESCRIPTION Tract 1 Port of the Southeast Quarter of the Northwest Quarter of Section 19, Township 9 North, Range 31 West, Crawford County, Arkansas being more particularly described as follows Commencing at on existing iron pin marking the Northeost Corner of the Southeast Quarter of the Northwest Quarter. Thence along the North line of said Forty, North 87 degrees 19 minutes 57 seconds West, 928,70 feet to on existing rebor. Thence leaving said North line, South 00 degrees 20 minutes 24 seconds West, 140.00 feet to on existing iron pin. Thence South 02 degrees 09 minutes 06 seconds West, 140.18 feet to a set or with cap and the Point of Beginning. Thence continue South 02 degrees 09 minutes 06 seconds West, 223.29 feet to an existing iron pin. Thence South 03 degrees 48 minutes 43 seconds West, 149.38 feet to on existing iron pin. Thence North 86 degrees 38 minutes 04 seconds West, 390.64 feet to on existing iron pin. Thence North 04 degrees 13 minutes 16 seconds East, 132.04 feet to on existing rebor. Thence South 87 degrees 35 minutes 37 seconds East, 247,08 feet to on existing iron pin. Thence North 02 degrees 54 minutes 50 seconds East, 240.00 feet to a set rebor with cop. Thence South 85 degrees 11 minutes 01 second East, 140.00 feet to the Point of Beginning containing 1.98 acres and subject to any Easements of Record. Also having rights to a 18,00 foot Rood Easement being more particularly described as follows: Beginning at a set rebor with cop marking the Northeast Corner of the above -described tract. Thence North 02 degrees 09 minutes 06 seconds East, 140,18 feet to on existing iron pin. Thence North 00 degrees 20 minutes 24 seconds East, 141,00 feet to on existing rebor on the North line of the Southeast Quarter of the Northwest Quarter. Thence along said North line, South 87 degrees 19 minutes 57 seconds East, 18,01 feet. Thence leaving said North line, South 00 degrees 20 minutes 45 seconds West, 140.01 feet. Thence South 02 degrees 09 minutes 06 seconds West, 158,01 feet. Thence North 87 degrees 50 minutes 54 seconds West, 18.00 feet. Thence North 02 degrees 09 minutes 06 seconds East, 18.00 feet to the Point of Beginning. Also subject to and having rights to a 15.00 foot Public Utility Easement being the East 15.00 feet of the above -described tract. SURIrEYORS NOTE.- This survey was conducted under the supervision of Clovis W. Satterfield, No. 0147, or Ricky Hill, No. 1443, Satterfield Lond Surveyors, P.A., Certificate of Authorization No. 718. Satterfield Lond Surveyors, P.A., 1-(479J-632-3565 Hwy 71 North, P.O. Box 640, Almo, AR 72921 SURVEYOR'S NOTE., This survey was done to mark the corners on the ground and to show observed structures. Utilities located if Requested according to utility company records, and or above ground inspection. This survey was done from description furnished to us or instruction from the person(s) named on this plot. No title search was done and record ownership, Rights of Way of rood and Easements to and across this property must be confirmed by others. The Buyer or Owner of this property should satisfy themselves as to the correct owner through a title search or review by on attorney. 2 t d Awl 2v, �� 2120 This plot is copyright material and is provided solely for the use of the person(s) homed on this plot and may not be used or distributed to any other person(s) or company for their benefit. No license has been created, expressed or implied to copy the survey without the written consent of Satterfield Lond Surveyors, P.A.. No one including the person(s) named, moy reproduce this plot. Only authentic copies that oppeor with the surveyor's sea/ in red may be used Any copies used without this red seal ore considered unauthorized copies and are considered o copyright infringement. After filing with State Surveyors office, survey becomes public record. Ell RENS/ONS 60' Jo O• GRAPHIC SCALE 60' 120' REFERENCE UfEU SURVEY REFERENCES BASIS OF @EAR/NG ARKANSAS STATE PLANE COORDINATES GR/0 NORTH NC/N/TY MAP NIYA7Y AE,VW NE $WNW `tom 7 /9 5W 5f V/GYNl7YMAP Nor ro scAlF• NWCORNL-R 5E l/4 NW 114 SECTION /9 T9A R�/-W N 4/3872.56 Tract 2 Port of the Southeast Quarter of the Northwest Quarter of Section 19, Township 9 North, Range 31 West, Crawford County, Arkansas being more particularly described as follows: Commencing of on existing iron pin marking the Northeast Corner of the Southeast Quarter of the Northwest Quarter, Thence along the North line of said Forty, North 87 degrees 19 minutes 57 seconds West, 928.70 feet to on existing rebar. Thence leaving said North line, South 00 degrees 20 minutes 24 seconds West, 140,00 feet to on existing iron pin and the Point of Beginning. Thence South 87 degrees 18 minutes 55 seconds East, 117.05 feet to on existing iron pin, Thence South 00 degrees 05 minutes 25 seconds East, 6,50 feet to on existing iron pin. Thence South 76 degrees 24 minutes 51 seconds East, 13.31 feet to on existing iron pin, Thence South 03 degrees 06 minutes 54 seconds West, 358.01 feet to on existing rebor. Thence North B5 degrees 40 minutes 25 seconds West, 124.41 feet to on existing iron pin. Thence North 02 degrees 09 minutes 06 seconds East, 363.47 feet to the Point of Beginning containing 1,07 acres and subject to any Easements of Record. Also having rights to a 18.00 foot Rood Easement being more particularly described os follows: Beginning at an existing iron marking the Northwest Corner of the //2'S.RB, above -described tract. Thence North 00 degrees 20 minutes 24 seconds Eost, 140.00 feet to on existing rebor on the North line of the Southeast Quarter of the Northwest Quarter. Thence along said North line, South 87 degrees 19 minutes 57 seconds East, 18.01 feet. Thence leaving said North line, South 00 degrees 20 minutes 45 seconds West, 140.01 feet. Thence South 02 degrees 09 minutes 06 seconds West, 158.01 feet. Thence North 87 degrees 50 minutes 54 seconds West, 18,00 feet. Thence North 02 degrees 09 minutes 06 seconds East, 18.00 feet to a set rebor with cop. Thence North 02 degrees 09 minutes 06 seconds East, 140.18 feet to the Point of Beginning. i FILED JUL 0 6 2020 PARCLZ ,f'707,W2Ll0-00/ TIME I. 1 " TC atA'1 I GARY* CAROL ARM5TRONG SHARON WORD COUNTY, V, CIRCUIT CLERK CRAWFORD CDUNTY, VAN BUREN, AR ERe, 5 67°3537°f Tf"p ;IW�'TNN�.tY�j3� Plr LOCA77ON HU LEGEND O S.R.Bry. = SET 1/2" REBAR WICAP O S. Pr •,. N. = SET P/K NAIL O S. R. R. S. = SET RAILROAD SPIKE O SN. = SET NAIL • E.R.B. = EX/STING REBAR • E./.P.ry� = EXISTING IRON PIN • E.P/K. N. = EXISTING P/K NAIL • EN = EXISTING NAIL • E. R.R. S. = EXISRNG RAILROAD SPIKE = EXISTING GOVERNMENT MONUMENT = EXISTING STONE - = EXISTING STATE MONUMENT = EXIS HNC R/W MARKER - EXISTING FENCE = COMPUTED POINT F.0 =FENCE CORNER 9999'---t------- EPAC �y 928,70' ✓ 6 I O $ NECO"fR gi I� ig .5EJ/4NW114 SEC770N /9 s, 3 Fx ix- r9 v R3/-w d I� N4/36/2.03 CM f i E6/60778/ U)i in ? .,6 1 I 5 010V525'f F 2ItI516770161'f 'n, 6.50'-x-x-X-x B//7 5 �$76°245/°f/3.3/' N4/37/5.25 E,I.•FX�pEC1514902R N 4/3575. /7 E6/5/44.03 /6/6PARKVILiVOR/Vf I TRACT l /.9B ACRES I�h h ,veiAr. . y t� I $. 0 1 •for /622 PAR WfWDR/VE TRACT 2 -: 1.07ACRF5 N 4/3352.04 f 6/5/35.64 ---------�--//7JQvVv770t�>l��Q�j i/1%�� ALP' NB5�6'25'W-'•E/.P. COTE i LOr5 LOT4 LOr3 i 1OT2 BLOCK /6 LOT PRE5MM7VEFA5BVMr0YCAL5f N0. /7CV--/ /-680 (lU IIN77ffCIRCUIrCOURTOPGiPAWFORDCOUNTY, AWRRNA N ARMAT 5 RLEP FOR RECORD JANUARY22, 2013 RVEYORS DISCLAIMER AND STATEMENT OF This survey was conducted by the written or verbal authorization of the person named os the buyer and/or Use by os shown on this p/of. No one has the authority to use the data or legal description from this survey except those Homed or their agents and the survey is only certified to the dote shown on this plot. This plot is protected by copyright and any person other than those named using or relying upon this plot will be held responsible. Satterfield Land Surveyors, P.A. will not be responsible or hove any liability to any other person or company who uses this plot without written outhorizotion. After filing with State Surveyors office, survey becomes public record. 5-27-20 REG ARK. & OKLA. 1928 HWY 71 NORTH, ALMA, ARK. -PHONE Na. (479J 632-3565 No. 45. 325 FAX (479) 632-5002 - WESSITE http://Www.slsurveying.com