Loading...
HomeMy WebLinkAboutZ-8325 Map 1SURVEYORS REPORT (EASEMENTS) 1) EASEMENT AS DESCRIBED IN BOOK 504 PAGE 437 DESCRIBES A 70' WIDE EASEMENT FOR THE FOURCHE ISLAND DRAINAGE DISTRICT NO. 2 BEING 35' EITHER SIDE OF THE CENTERLINE OF THE EXISTING LEVEE. THIS DOCUMENT IS PARTIALY UNREADABLE. 2) EASEMENTS DESCRIBED IN BOOK 771 PAGE 55, BOOK 771 PAGE 71 AND BOOK 772 PAGE 261 ARE TEMPORARY EASEMENTS WHICH EXPIRED IN JUNE OF 1971. 3) THE DESCRIPTION IN EASEMENTS RECORDED IN BOOK 793 PAGE 171 AND BOOK 793 PAGE 173 COVERS A LARGE PORTION OF THE SURVEYED PROPERTY IN SECTIONS 22 AND 27 AND DOES NOT SPECIFY AN EXACT LOCATION. FOUND MAG NAIL USED AS NW COR. SOUTH Y2-NORTHEAST Y4 SECTION 22, T1N-R11W S87°47'23"E --- ------------------.__ 30.02' SO1.8�2 0 2.02 ACRES S88`27'5S-E Ivv/ 54.00' -- IN NAME OF BETTY __ M.ISGRIG NOI°32107"E L4t9.00' AND OF W I ENTERGY O e FOUND 1/2" REBAR co C USED FOR THE W1/4 CORNER OF SECTION 22 T-1-N R-11-W / FOUND 1/2" REBAR Z USED FOR THE CENTER CORNER OF SECTION 22 T-1-N R-11-\ -------------- -- S87045'39"E 1300.83 S87°45' P. 1:inn Rq 0 400 800 SCALE: 1 "= 400' BASIS OF BEARING: NAD-83 GRID NORTH ARSP NORTH ZONE rn 00 6 Co Z' 0 0 0 MAGNETIC READING USED FOR THE SW CORNER OF SECTION 22 T-1-N R-11-W YS87°44'51 "E. 1292.59 _ / FOUND 1/2REBAR j USED FOR THE SW CORNER NW COR. EAST Y2 OF THE SE1/4 OF SECTION 22 NORTHWEST Y4 OF T-1-N R-11-W SECTION 22, T1N-R11W N EAST 1/2 OF NORTHWEST',:, OF SECTION 279 $ 1 W, 78.57 AC. + I O I , , S89'24'25"E CrD i � S85°43'17"E 32.11' 990.48' S00°03'08"E I to - 60.06', S88.23'02"E II CN2 306, 2' i n 30' x 50' METAL S01°28'54"E CD SHOP BLDG CHORD=437.25' I j R=2260.00' 4 to O ifi: N 1403. i . O 1403.30' zp. �.2Edlf3RIGHT 8 BIRNBACN TAfir SURVEYED 6Y GARV, S07-02.00-E & GARVER 808.04' --__ JANUARY 13,1984 42.97 AC. +I- O D- CIO Co EA SOL, k a,: 1) to SECTION 22, 78.50 AC. +!- b 1-H O Z FOUND Y2- REBAR AS SHOWN ON SURVEY FOUND Y2" REBAR BY GARVER & GARVER AS SHOWN ON SURVEY I \ BY GARVER & GARVER \ S1B°57'43"E\ 500-01N-11W-0-22-123-60-14167 FOUND Y2" REBAR OFFSET 60' EAST OF NW COR. S Y2- NE $ /SEC. 22, TlNR11 W TRACT G, AREA 104 FOUND 1" PINCH S01°31'55'W SURVEYED BY GARVER I PIPE IN CENTERLINE / 100.01' cartvER, OCT. Taos OF LEVEE i 4' se210E ' 2t0,00,.00' SO3°32'07"W i' 419.00' PART OF SOUTH ii2 OF 230.00' NORTHEAST %4 SECTION 22, T1 N-R11 W 53.11 AC. +l- S60047'44"W�� \\ 80.00' 929012'16"E 200.00' -------------- - N60047'44"E- 929012'16"E 239.17' S75°27'50 284.15' PART OF NORTH 1/2 OF SOUTHEAST % SECTION 229 T1 N-R11 W 75.78 AC. +/- u. a4-------- - ------ ------- WM 13 � O m SOUTH 1/2 OF SOUTHEAST % OF SECTION 229 T1 N-R11 W 79.22 AC,. 'W- NORTH % NORTHEAST % SECTION 27 7r.44 AC, + ,A SURVEYORS CERTIFICATE The undersigned. a Professional Land Surveyor hereby certifies that Im this survey and the property description set forth hereon ore true and correct and prepared from an actual on the ground survey of the reel r supervision �c all ry r. or hssu ) h survey was conducted b th e su e o 0 monumentsperty shown hereon. b actually y Y Y P monuments shown hereon actually exist and the location. size and type of material thereof are correctly shown. id )that the property description and plat shown hereon is a part of and whollycontained within the property shown on and described In that certain surveyprepared byme on ),V-U.). <co) and that there ore no overlaps of or gaps from the common boundaries as shown and described (hereonon-e )except as shown hereon. there are no encroachments onto the property or protrusions therefrom. there are no improvements on the property unless shown on survey, there are no visible easements or rights of way on the propertyand there are no discrepancies. conflicts. shortages in area or boundary line conflict unless shown on survey. d, the sizelocation and type of improvements are as shown graphicallyon and all are located within the boundaries of the property and set back from the propertylines as shown on survey, o3)the distance from the nearest intersecting street or road is as shown h )the property has access to and from a public roadway. u ) all recorded easements have been correctlyplatted thereon. rj)the boundariesdimensionsand other details shown hereon are true and correct For the use and benefit of Welspun Pipes .Inc Chicago Title Insurance Company and Standard Abstract sTitle Company Inc BY Mad9aS9a1LF°ster Professional Lord Su,vvcr No FOURCHE ISLAND DRAINAGE DISTRICT #2 LEVEE 70'EASEMENT ------------------------ FOUND 1/2" ROD USED FOR THE NE CORNER OF THE SE1/4 OF SECTION 22 T-1-N R-11-W LAND OF LITTLE ROCK SANITARY SEWER COMMITEE \ FOUND 5/8" ROD \ USED FOR THE SE CORNER N1/2 OF THE SE1/4 OF SECTION 22 \ T-1-N R-11-W D OUTHWEST 1/4 OF SOU jH EAST ' 4, SECTION 23, T1 N-R11 W, 16.67 AC. +I- LEGEND POWER POLE LIGHT POLE SIGN WATER VALVE/METER SANITARY SEWER MAN -HOLE - TELEPHONE PEDESTAL FIRE HYDRANT GAS METER SATELLITE DISH DROP INLET GRATE - HANDICAP PARKING = _ BASELINE POINTS A CONCRETE CONC. GUY WIRE ANCHOR-G.W.A. POINT OF BEGINNING-P.O.B. ELEVATION ELEV. J N WIE S C: \D THIS PLAT MP SITE LOCATION MAP (NO SCALE)) L.- -.- _- •0B 534-29 N4 ------------_. _ -�dL-Yf °dE3 145 443 33.458'll 5874100E"E ry _ \ !f 287'38'41"E 828.65 S06.11'56'Ir a --\ 272.96' 04'57"E 1 N22'99y9'E CHORD-17111 100.00 530 28'47'E 488.76' \', 527°27'30i9 34A4 y6 NN 38PoPo41-R 9 S28'a'33`W 290.58 N N4e•z7'59'W CHORD-254.44' R=350.89 . S31°17'10 W 41.72 o if 39'09"N N68.4789'E %" 34.40 �.5p 309.67'\ 8 S72-18'27'W N70'06'22'8 28z.e9 106.77 24ACRES 1 t:'bVe l SOUTHWEST�a ° S13 02'38"W r' S09S41'E N08'07'32"E 0111 aT�"4 sesz3'6aE�•44 MORE CHORD154140' 801.5 TOTAL SECTION 23 66.75" 0 f 142.30 OR LESS R=582.12' ACRES MORE OR LESS 80.20 AC. +l- S24036'37"W nnA' 11 ✓` m Nd769'E3'1f fi°5� �� °j _ .��, j -. -.. _ TRAC 12 =i BDur4D s�' i ' yh,' 285.83 \ r - -� ig �i P"`g N38't1'43A 38.59- g ;c,'R �N� 48,18 S63`51'57'W - 234' CONTOUR, M.S.L.. WHICH '.}.,` S35'11'39"W t" �c, t-_ N51•ts'aa-E 259.07 _ti NOT LOCATED DURING THIS SURVEY. LOCATION SHOWN FROM APPROXIMATE YB4.�'4B'9 296.52' cRoxn=121.25 `r sss•S4Ys7 2 23 DIMENSIONS NB7 36'S4"W R.67, 2 _ - PROVDED IN RECORD DESCRIPTION. NW46'29B 45.98' Is ... 181.02 iso n� n� �.e1 is NORTHWEST '4QF 705.42 ACRES LYING NORTHEAST /4 OF � WEST F LEVEE SECTION 26, T N-R11W S34026'29'W TRACT 130E-3 0.47 AC E +l- ! 206.45' ^ - PERPETUAL EASEMENT r S87°20 23 "E 1303.41 96.82 ACR SOUTHWEST 1 w M OF W.A. NORTHEAST 7/� SOUTHEAST % SECTION 27 w NORTHEAST % 40 05 AC. SECTION 27 o 39.88 AC. +!- FO o z 17047'23'V J -��" S35059 16 W BOOK, 722 PAGE 533 293.17' ' , NORTHWEST 114 OF �� ` S37°32'40'W M� \ 222.29 SECTION 26 T 1 N•R 11 W p ' a S32°58 45"W LYING WEST OF RI V E P A- 22$ 64' 128.80 AC. +I- a° S23°22' 51 "W e 0� 234, 44' ^-.-- 5"19°13' 2`�. "W PROPERTY DESCRIPTION OF ENT ME TRACT TO BE PCRCHVSF1k A PART OF SECTIONS 22, 23, 26, AND 27 ALL IN TOWNSHIP I NORTH, RANGE 11 WEST. PUL.ASKI COUNTY, ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A FOUND 1-12' PIPE AS SHOWN ON SURVEY BY NELYLN -MORES AND BEING THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF SECTION 27, TOWNSHIP 1 NORTH, RANGE 11 WEST, THENCE NORTH 87 DEGREES 47 NILN?.TES 23 SECONDS WEST ALONG THE SOUTH LINE OF THE NORTH ONE HALF OF SECTION 27, T1N-R11 W 1952.19 FEET TO A FOUND 5/8" REBAR AS SHOWN ON SURVEY BY MELVLN N1OBBS; THENCE CONTINUE NORTH 87 DEGREES 47'VIIINLTES 23 SECONDS WEST 460.90 FEET TO THE INTERSECTION OF THE SAID SOUTH LINE with THE WESTERLY RIGHT OF WAY LINE OF FRAZIER PSM ROAD; THENCE ALONG .A 237.00 FEET RADIUS CURVE TO THE RIGHTAND HAVING A CHORD BEARING AND DISTANCE Of NORTH 34 DEGREES 31 MINUTES 33 SECONDS WEST 29.54 FEET TO A FOUND ":-REBAR BEING AT THE INTERSECTION OF THE NORTH RIGHT OF W AY LINE OF THBAULT ROAD AND THE WESTERLY RIGHT OF LIVE OF FRAZIER PIKE ROAD AS SHOWN ON SURVEY BY GARVER AND GARVT.R; THENCE NORTIT 87 DEGREES 13 NBNLTES 04 SECONDS WEST ALONG THE NORTH RIGHT OF WAY LINE OF T IIBAULT ROAD 1470.73 FEET TO A FOUND -i REBAR .AS SHOWN ON SURVEY BY GARVER AND GARVER: THENCE NORTH 00 DEGREES 51 MINUTES 26 SECONDS EAST ALONG THE WEST LINE OF THE EAST ONE HALF OF THE NORTHWBS T QUARTER OF SECTION 27, TIN -RI IW 2635.30 FEET TO THE NORTHWEST CORNER OF THE SAID EAST ONE HALF OF TIE NORTHWEST QUARTER; THENCE NORTH Ol S88°Ol'S5 E 2056.25 278.54 DEC-REES20MBNITES51SECONDS EAST ALONG THEWESTFINEOFthe E:ASTONE HALF OFTHE SOLTHWFST. QUARTER OFSECTION 22,T31,1-Rl1W'2637.06FEET '1'0THE NORTHWEST CORNER OF Iha SAID EAST ONE HALF OF THE SOU`FHWHST QUARTER OF SECTION 22 TIN -RI IW;'HENCE SOUTH 8'7 DEGREES 45 N9N`CTES 39 SECONDS EAST ALONG THE NORTH LIVE OF THE SAID EAST ONE S32°07 25 W S14°43' 47 "W TRACT 101 E-2 37.01' 183.90' ES IN NAME PERPETUAL EASEMENT S06°54' 05 'W HALF OF THE SOUTHWEST QUARTER OF SECTION 22. TIN-Rl ll1 1300.83 FEET T0.4 FOUND . a REBAR BEING USED AS THE CENTER CORNER OF SECTION 22, TIN-R11 W; THENCE NORTH 01 V - 1W 1321.47 ET T0.4 FOUND NAIL BEINGUSED DEGREES 32 Nf[NZ 1E507 SECONDS EAST .4LONG:IEW'ESF LLhE OF THE SOUTH ONE HALF OF TIE NORTHEAST QUARTER OF SECTION22, TIN AIFEET JND A6 THE NORTHWEST CORNER OF THE SAID SOUTH ON'EILkLF OF THE NORTI�ISI QUARTER OF SECTION 22, TIN.R11 W: THENCE SOUTH 87 DEGREES 47 MINUTES 23 SECONDS EAST 30.02 FEET TO A POINT, THENCE SOUTH Ol DEGREES 31 NILNUMS 55 SECONDS WEST 100.01 FEET TO A POINT; THENCE SOUTH 87 DEGREES 48 XI MUTES 10 SECONDS EAST 1500.54 FEET TO APOINT; THENCE 7 - - -- "-" N87°47'23"W 1952.18' P.O.S. 91.70' a$_4z' 44 SECONDS REST 98A2 FEET TO .A PORT; THENCE SOUTH 1 t DEGREES 16 MINT TES 36 SECONDS WEST 17Z60 FEET TO A PORT; THENCE SOUTH 19 DEGREES 36 MINUITES 13 SECONDS WEST 247.49 FEET TO A POINT; THENCE SOUTH 14 DEGREES 39 NILNUTES 51 SECONDS WEST 250.06 FEET TO A POINT; THENCE SOUTFI04 DEGREES 52 MINUTES 27 SECONDS WEST 283.97 FEET TO A POINT; 500-01N-11W-0-23-203-60-146 . - __ _� - �IQ68'14 23 "V 1636.2D TO A POINT; THENCE SOUTH 64 500- 01 N-11 W- 0- 26 -134- 60-1467 _ -� p TH I BAU LT ROAD �'/) _ S 19° 36' 13 "W THENCE SOUTH 04 DEGREES 22 V1NUTF,S 05 SECONDS WEST 143.32 FEET TO A POINT; THENCE SOLD) 31 DEGREES 16 N1 HUES 37 SECONDS EAST 41.43 FEET DEGREES 34 MINUTES 25 SECONDS EAST 259.22 FEET TIC, A POINT; THENCE SOUTH 37 DEGPEES 59 MINUTES 58 SECONDS EAST 117.16 FEET TO A POINT; THENCE SOUTH 23 DEGREES 05 MINUTES 10 s j ) (50 RIW N34°31'33"1f / 7 NO H /2 O - 247.49' SECONDS EAST 156.71 FEET TO A POINT; THENCE SOUIHT2 DEGREES 20 MIN'UTES 45 SECONDS EAST 181.52 FEET TO A POI\ I ON THE SOUTH LINE OF THE NORTH ONE HALF OF TIE SOUTHWEST NORTH 86DEGREES 48V1LN7IF.S34SECONDS WEST ALONG SAID ;i0U1HLINEOFTHE NORTH ONE HALF OFTHE SOULHVESI'QUARTER OFSECTION 500-01N-11W-0-27-104-66-1467 CHORD=28.54' FOUND %" REBAR FOUND 1-7¢" PIPE ®FC QUARTER OFSECTION 26,TIN-RIIW;THENCE BY VELVINNIOBBS.A\D BEING TIE SOUTHWEST CORNER OF THE SAID NORTHONE IIALF OF THE SOUTHWEST R-237.00' ON SURVEY BY USED SRV FOR THE SE CORNER SOU HWEST •,�, S14°39'S1,"W 26.TIN-RHW,1956.41 FEET TO THE A FOUNDs,"REBARAS SHOWNONSURVEY DEGREES 45 NRtit- FES 51 SECONDS EAST ALONG TIE \VEST LINE Of THE SAIDNORTH ONE HALF OF THE SOUTHWEST QUARTER OF qS SHOWN W OF THE NE1 /4 OF SECTION 27 QUARTER OF SECTION 26, TEN -RI I WW; I HENCE NORTH 01 MOREORLESS. M V N MOBBS SECTI 265 T1N 11W 250.06 SECTION 26,T1N-RIIWadislanceof1317.02fretRFIUIC 1.GTOthe P07TOFBEGL'VNIING, CONTAINING 901.56ACRES. NOTES T-1-N R-11-W C> DD A� U•87 AC. +I a + 52 27 W TRACT 118E-2 BOUND BY THIS PROPERTY IS SUBJECT TO THE RIGHT OF WAY OF THE FOURCHE ISLAND DRAINAGE DISTRICT s2 LEVER CROSSING PORTIONS OF SECTIONS 23 AND 26, NO STATEMENT IS MADE CONCERNINGFLOODZONE LOCATIONS. o c SO4 WHICH WAS SURVEY BEARINGS ARE BASED ON NAD-83 GRID NORTH, ARKANSAS STATE WITH CPS. ff AND SIGNATURE OF > 1, Z �,°- 283.97' 234' CONTOUR, M.S.L, NOT LOCATED DURING THIS SURVEY. SUBJECT TOA60.00 FOOT RIGHT OF WAY DESIGNATEDFOR FRAZIER PUM ROAD. PLANE NORTH ZONE DETERMINED SURVEY VALID ONLY IF PRINT HAS ORIGItJAL SEAL IN RED PRE,ENT ON IT. ggg W W O C N H 1' - -_ ° - LOCATION SO4 22'05"W SHOWN FROM APPROXIMATE DIMENSIONS PROVIDED IN RECORD DESCRIPTION. SUBECT TO PERPETUAL. EASENIE"I'S IOOE-3 (BOOK 722PAGE 533), 101E-2 (BOOK 718 PAGE 221). 101E4 (BOOT: 718 PAGE 22123102E-4 (BOOK724 PAGE 527). SURVEYOR �, ,d� THE BEARINGS SHOWN ON THIS PLAT ARE ASSUMED AND ARE TO BE USED TO DIRECTION AND TRUE ANGLES AT INTERSECTION OF VISUAL INSPEI,CTIONS SHOW WATER, ELECTRIC, 0 C p y`c.,Dry N 2 t,.(.I S3116'37"E 143.32 SL'B.ECTTOAINEASE\ENT GRaNTEDTOTJEFOL'RCI3EISL.4NDDRAN.AGE DISTRICTNO. 2 AS RECORDEDINBOOK 793PAGE 171&173. DEFINE THE GENERAL PROPERTY AND LAND LINES. UTILITIES NOT FIELD VERIFIED. AND PHONE IN THE AREA. NO OTHER STATEMENT IS MADE AS TO UTILITY „u W a ;� O y - TRAC 1 E-2 41.43' S64034'25"E - EXISTENCE OR LOCATION. � > � If 4 "� - PERPE AL E SEMEN"' 259.22' REVISED: 07-i1-07 TRACT IS SUBJECT TO EASMENTS, RESTRICTIVE CONVENANTS, SUBDIVISION RESTRICTIONS, AND PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, I CERTIFY THAT THE ABOVE DESCRIBED PROPERTY HAS BEEN SURVEYED, w f Y B00 722 PA 527 S37°59 DATE: 0;6-14-2007 _ ARKANSAS SURVEYING & CONSULTING WELSPUN PIPES, INC. AND IS SUBJECT TO SUCH FACTS AS AN ACCURATE AND CURRENT TITLE CORNER MONUMENTS HAVE BEEN ESTABLISHED IN ACCORDANCE WITH EXISTING IMPROVEMENTS IF ANY ARE AS SHOWN => 117 16 r1 E �j SCALE: 1 "= 400' L. SEARCH MAY DISCLOSE. MONUMENTATION IN THE AREA AND S2300514 --- C O S 22 F SECTIONS W* 15825 CHILDR,ESS ROAD f '�. PART OF /JEI.�TIUNhJ (vi,,, 23, HEREON. FOUND Y2" REBAR ; 156 '�1' 56.41' BY: CDH '72011 - -- -- NO STATEMENT IS MADE AS TO THE EXISTENCE OR LOCATION, EXCEPT WHERE SHOWN OF ANY PROPERTY CORNER MONUMENTS. AND CONSULTING, INC. ALL RIGHT SW COR. NY2 - $WY AS SHOWN ONE > 1„ - DRAWN '- 18AUXITE, ARKAIVSAS ry W TELE'. (50 1) 602-2 1 90 ■ 26, & 2 ! T-1 -R-11-W, AftSIC, © COPYRIGHT 2007 ARKANSAS SURVEYING 4. / !TRACT ttBE BOUND BY FOUNp Y2' REBA CHECKED BY: MSF , _-_ _N_ - STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS. RESERVED. THIS DOCUMENT CANNOT BE REgRODUCED WITHOUT THE WRITTEN AUTHORIZATION OF ARKANSAS SURVEYING AND CONSULTING, INC. SURVEY BY MELVIN MOBBS NOT Lo ATED DURING THIIISSI SURVEY. AS SHOWN ON s12°zo45EPULASKI _ IFAX (_SO 16Q2-.202BINOS WE -MAIL: sure¢ man 'r®hotmaii.com � COUNTY, ARKANSAS I SNEItIDAN AR OFFICE 883-0399 I y- � FILE NA1�E:WEiSPUN ..� AT10N � Y 6Y MELVIN SHOWN FROM APPROXIMATE DIMENSION_ SURVEY 181.52' PROVIDED IN RECORD DESCRIPTION. MOBBS